Steel Framing Design - 020322
Steel Framing Design - 020322
Effective 02/03/2022
Table of Contents
Introduction to CEMCO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Floor Joist Bridging and Bracing Notes | Floor Joist Span Table Notes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71
Introduction
CEMCO®
California Expanded Metal Products Co. Inc., commonly known as CEMCO, With our state-of-the-art facilities, CEMCO can handle any size construc-
was founded in 1974. CEMCO is the leader in quality, service, and product tion project. We distribute products throughout the United States,
development, always striving to deliver the cutting-edge solutions that Canada, Mexico, and the Pacific Rim. Our products are available only
save both time and money during the entire construction process. Our through building material dealers, who work closely with contractors on
commitment to quality control and the use of mill-certified prime steel technical assistance, specifications and submittals.
ensures stellar product performance long after the project is finished.
All of our CEMCO literature, product data, and catalog information are
CEMCO manufactures all of our products in the USA in each of our four located on our website at www.cemcosteel.com.
state-of-the-art facilities located in City of Industry, CA; Pittsburg, CA; Disclaimer
Denver, CO; and Ft. Worth, TX. All data, specifications, and details contained in this publication are intended as a general guide for using
CEMCO cold-formed steel framing products and accessories. These products are not to be used in design or
construction without an independent evaluation by a licensed and qualified engineer or architect to verify the
CEMCO is one of the few manufacturers to produce all of our products suitability of a particular product for use in a specific application. CEMCO and its entities assume no liability for
from high quality mill-certified PRIME hot-dipped galvanized steel. Our failure resulting from the use or misapplication of computations, detail drawings, and specifications contained
herein. This publication contains the latest information available at the time of printing. CEMCO and its entities
products are manufactured to the stringent tolerances established by the reserve the right to make changes or modifications to the materials of any of its products without out prior
American Iron and Steel Institute, and the most recent IBC, IRC, and CBC notice or obligation. Contact CEMCO at 800-775-2362 or www.cemcosteel.com for the latest information on
these or any other CEMCO products.
Building Codes.
We are proud to offer one of the broadest product lines available in the
cold-formed steel-framing industry. Each of our products has been
manufactured here in the USA, and typically qualifies for credits in the
Leadership in Energy and Environmental Design program, commonly
known as LEED. Our metal lath, plastering accessories, and water
management products are manufactured to handle both interior and
exterior applications. Like all CEMCO products, they’re produced from
high-quality, mill-certified hot-dipped galvanized PRIME steel to guaran-
tee proper performance long after the finish coat is applied.
Product Identification
Introduction to CEMCO Nomenclature
CEMCO and other industry leaders have developed a four part identifica-
tion code which identifies the size (both depth, and flange width), style,
and material thickness of each member.
600 S 162 - 54
Style Material Thickness
Example: Stud or Joist Section = S Example: 0.054 in. = 54 mils; 1 mil = 1/1000 in.
• The four alpha characters utilized by the • Material thickness is thickness in mils.
Designator System:
• Minimum base metal thickness represents
S = Stud or Joist Sections 95% of the design thickness.
T = Track Sections
U = Channel Sections
F = Furring Channels Section
Note: For those sections where two different yield strengths (33 ksi and 50 ksi) are shown,
the yield strength used in the design, if greater than 33 ksi, needs to be identified on the
design and ordering of steel. (i.e. 600S162-54 (50 ksi))
Product Identification
Code Approvals
Products manufactured by CEMCO are recognized by the ICC Evaluation
Services’ ICC ES ESR-3016 and under the tolerances of a code compliance
program. Code approvals include 2012/2015 IBC, 2013/2016 CBC, 2015 IRC.
Material Specifications
Products manufactured by CEMCO are formed from hot-dipped galvanized
steel meeting or exceeding the following ASTM, AISI standards, UL, Intertek,
and additional code approval agencies.
Product Type Material Specifications Min. Yield Min. Tensile Min. Metallic Coating Designation
Non-Structural ASTM A653, SS Grade 33 33 ksi 45 ksi G401
ASTM C645 ASTM A1003, Grade 33 (NS33) 33 ksi 45 ksi G401, A401, AZ502, GF303, T1-254, T2-1004, 60G/60G5
ASTM A653, SS Grade 33 33 ksi 45 ksi G601, A601
Structural Products ASTM
ASTM A653, SS GRADE 50 Class 1 50 ksi 65 ksi G601, A601
C955 (CP60 Coatings)
ASTM A1003, Grade 50 Type H (ST50H) 50 ksi 65 ksi G601, A601, AZ502, GF303
Notes:
1. A653 Standard for steel sheet, zinc coated (galvanized)or zinc-iron alloy (galvannealed) by the
hot-dip process.
2. A792 Standard for steel sheet, 55% aluminum-zinc alloy-coated by the hot-dip process.
3. A875 Standard for steel sheet, zinc-5% aluminum coated by the hot-dip process.
4. A463 Standard for steel sheet, aluminum coated by the hot-dip process.
5. A879 Standard for steel sheet, zinc coated by the electrolytic process for application requiring
designation of the coating mss on each surface.
Property Symbols Ix
Sx
Moment of inertia of the cross section about the X-axis.
Section modulus about the X-axis.
Rx Radius of gyration of cross section about the X-axis.
Iy Moment of inertia of cross section about the Y-axis.
Ry Radius of gyration of cross section about the Y-axis.
Y RO
ß
Polar radius of gyration of cross section about the shear center.
1 -(XO/RO)2
Critical unbraced length for lateral-torsional buckling.
LU Members are considered fully braced when unbraced length is
less than Lu.
Distortional buckling moment (Mad) is calculated without the
KΦ
beneficial effect of Sheathing to rotational stiffness, KΦ = 0.
350S162-33 0.0346 33 33.0 0.258 0.88 0.508 0.290 1.404 0.098 0.617 0.508 0.257 5.08 5.22 1024 487 0.103 0.277 -1.324 0.796 2.026 0.573 42.8
350S162-43 0.0451 33 33.0 0.334 1.14 0.654 0.374 1.400 0.125 0.612 0.654 0.357 7.05 7.31 1739 631 0.227 0.350 -1.312 0.789 2.014 0.575 42.6
350S162-54 0.0566 50 50.0 0.415 1.41 0.804 0.460 1.392 0.152 0.606 0.804 0.426 12.74 13.05 3372 947 0.443 0.426 -1.298 0.782 1.998 0.578 34.5
350S162-68 0.0713 50 50.0 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.985 0.549 16.44 16.84 4202 897 0.872 0.514 -1.280 0.772 1.977 0.581 34.5
350S162-97 0.1017 50 59.2 0.711 2.42 1.320 0.754 1.362 0.238 0.578 1.320 0.738 26.18* 26.74 5704 775 2.452 0.672 -1.242 0.752 1.932 0.587 34.7
350S200-33 0.0346 33 33.0 0.292 0.99 0.598 0.342 1.431 0.175 0.773 0.597 0.283 5.58 5.94 1024 487 0.117 0.541 -1.760 1.039 2.396 0.461 53.7
350S200-43 0.0451 33 33.0 0.379 1.29 0.771 0.441 1.426 0.224 0.768 0.771 0.410 8.09 8.36 1739 631 0.257 0.687 -1.748 1.032 2.383 0.462 53.7
350S200-54 0.0566 50 50.0 0.471 1.60 0.950 0.543 1.420 0.274 0.762 0.950 0.470 14.07 14.86 3372 947 0.503 0.838 -1.733 1.024 2.367 0.464 43.4
350S200-68 0.0713 50 50.0 0.586 1.99 1.167 0.667 1.411 0.333 0.754 1.167 0.638 19.11 19.68 4202 897 0.993 1.018 -1.715 1.014 2.345 0.465 43.5
350S200-97 0.1017 50 57.6 0.813 2.77 1.576 0.901 1.393 0.440 0.736 1.576 0.885 30.51 31.08 5704 775 2.803 1.347 -1.676 0.994 2.300 0.469 40.7
362S137-33 0.0346 33 33.0 0.236 0.80 0.479 0.264 1.424 0.059 0.501 0.479 0.232 4.59 4.73 1024 521 0.094 0.165 -1.003 0.615 1.813 0.694 34.7
362S137-43 0.0451 33 33.0 0.306 1.04 0.616 0.340 1.419 0.075 0.497 0.616 0.320 6.32 6.65 1739 676 0.207 0.208 -0.991 0.608 1.801 0.697 34.6
362S137-54 0.0566 50 50.0 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.381 11.42 11.91 3372 1016 0.405 0.251 -0.978 0.601 1.785 0.700 27.9
362S137-68 0.0713 50 50.0 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.493 14.77 15.24 4370 1004 0.797 0.302 -0.959 0.592 1.764 0.704 27.8
362S137-97 0.1017 50 60.8 0.648 2.20 1.229 0.678 1.377 0.137 0.460 1.229 0.662 24.10* 24.67 5943 875 2.233 0.390 -0.922 0.573 1.720 0.713 25.1
362S162-33 0.0346 33 33.0 0.262 0.89 0.551 0.304 1.450 0.099 0.616 0.551 0.268 5.29 5.43 1024 521 0.105 0.297 -1.308 0.789 2.048 0.592 42.6
362S162-43 0.0451 33 33.0 0.340 1.16 0.710 0.392 1.445 0.127 0.611 0.710 0.372 7.34 7.62 1739 676 0.230 0.376 -1.297 0.782 2.036 0.594 42.5
362S162-54 0.0566 50 50.0 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.873 0.444 13.28 13.59 3372 1016 0.451 0.457 -1.283 0.774 2.020 0.597 34.4
362S162-68 0.0713 50 50.0 0.524 1.78 1.069 0.590 1.429 0.186 0.596 1.069 0.574 17.18 17.65 4370 1004 0.887 0.552 -1.264 0.765 1.998 0.600 34.3
362S162-97 0.1017 50 59.2 0.724 2.46 1.435 0.792 1.408 0.241 0.577 1.435 0.776 27.52* 28.08 5943 875 2.496 0.723 -1.226 0.745 1.954 0.606 34.5
362S162-118 0.1242 50 61.1 0.863 2.94 1.672 0.923 1.392 0.273 0.562 1.672 0.923 33.05 33.76 6996 784 4.440 0.828 -1.198 0.731 1.920 0.611 31.1
362S200-33 0.0346 33 33.0 0.297 1.01 0.648 0.358 1.478 0.177 0.772 0.647 0.294 5.81 6.18 1024 521 0.118 0.577 -1.741 1.030 2.411 0.478 53.5
362S200-43 0.0451 33 33.0 0.385 1.31 0.836 0.461 1.474 0.227 0.767 0.836 0.427 8.43 8.70 1739 676 0.261 0.734 -1.729 1.024 2.398 0.480 53.5
362S200-54 0.0566 50 50.0 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.490 14.66 15.47 3372 1016 0.511 0.896 -1.715 1.016 2.382 0.482 43.3
362S200-68 0.0713 50 50.0 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.666 19.95 20.51 4370 1004 1.008 1.089 -1.696 1.006 2.360 0.484 43.4
362S200-97 0.1017 50 57.6 0.826 2.81 1.711 0.944 1.440 0.446 0.735 1.711 0.928 32.03* 32.57 5943 875 2.847 1.441 -1.658 0.986 2.315 0.487 43.7
362S200-118 0.1242 50 59.2 0.988 3.36 2.006 1.107 1.425 0.513 0.721 2.006 1.088 38.54 39.22 6996 784 5.078 1.664 -1.629 0.971 2.281 0.490 40.1
362S250-43 0.0451 33 33.0 0.430 1.46 0.980 0.541 1.510 0.385 0.946 0.980 0.449 8.88 9.36 1739 676 0.292 1.230 -2.199 1.277 2.830 0.396 64.1
362S250-54 0.0566 50 50.0 0.535 1.82 1.210 0.668 1.504 0.473 0.940 1.205 0.514 15.40 16.54 3372 1016 0.571 1.506 -2.184 1.269 2.813 0.397 51.9
362S250-68 0.0713 50 50.0 0.666 2.27 1.490 0.822 1.496 0.578 0.931 1.490 0.689 20.63 22.17 4370 1004 1.129 1.837 -2.165 1.259 2.791 0.398 52.0
362S250-97 0.1017 50 56.2 0.927 3.16 2.027 1.118 1.478 0.772 0.912 2.027 1.046 35.17* 36.92 5943 875 3.197 2.452 -2.126 1.239 2.746 0.400 52.5
362S250-118 0.1242 50 57.4 1.112 3.78 2.387 1.317 1.465 0.897 0.898 2.387 1.258 43.29 45.30 6996 784 5.717 2.849 -2.097 1.224 2.711 0.402 49.1
362S300-54 0.0566 50 50.0 0.620 2.11 1.422 0.785 1.515 0.822 1.151 1.386 0.628 18.81 19.46 3372 1016 0.662 3.237 -2.860 1.640 3.435 0.307 66.5
362S300-68 0.0713 50 50.0 0.773 2.63 1.756 0.969 1.507 1.010 1.143 1.756 0.812 24.31 26.06 4370 1004 1.310 3.965 -2.841 1.630 3.413 0.307 66.7
362S300-97 0.1017 50 50.0 1.080 3.67 2.400 1.324 1.491 1.368 1.126 2.400 1.259 37.68 39.65 5943 875 3.723 5.337 -2.803 1.610 3.369 0.307 67.3
362S300-118 0.1242 50 56.3 1.298 4.42 2.838 1.566 1.479 1.606 1.112 2.838 1.503 50.63 52.76 6996 784 6.675 6.241 -2.775 1.595 3.335 0.308 63.8
362S350-54 0.0566 50 50.0 0.691 2.35 1.614 0.890 1.528 1.240 1.340 1.518 0.655 19.62 21.31 3372 1016 0.738 5.430 -3.447 1.954 4.001 0.258 78.8
362S350-68 0.0713 50 50.0 0.862 2.93 1.995 1.101 1.521 1.529 1.521 1.980 0.895 26.79 28.62 4370 1004 1.461 6.669 -3.428 1.944 3.980 0.258 79.0
362S350-97 0.1017 50 50.0 1.207 4.11 2.735 1.509 1.505 2.085 1.314 2.735 1.339 40.10 44.06 5943 875 4.162 9.022 -3.391 1.924 3.936 0.258 79.7
362S350-118 0.1242 50 55.4 1.453 4.95 3.242 1.789 1.494 2.460 1.301 3.242 1.694 56.21 59.35 6996 784 7.473 10.592 -3.363 1.909 3.903 0.258 76.2
400S137-33 0.0346 33 33.0 0.249 0.85 0.603 0.301 1.556 0.061 0.496 0.603 0.259 5.12 5.29 976 595 0.099 0.204 -0.965 0.597 1.897 0.741 34.5
400S137-43 0.0451 33 33.0 0.323 1.10 0.776 0.388 1.551 0.078 0.491 0.776 0.359 7.09 7.47 1739 810 0.219 0.257 -0.954 0.591 1.885 0.744 34.4
400S137-54 0.0566 50 50.0 0.401 1.36 0.953 0.477 1.542 0.094 0.484 0.953 0.428 12.82 13.38 3372 1223 0.428 0.311 -0.940 0.583 1.870 0.747 27.7
400S137-68 0.0713 50 50.0 0.497 1.69 1.165 0.582 1.531 0.112 0.475 1.165 0.558 16.70 17.44 4871 1356 0.842 0.375 -0.922 0.574 1.849 0.751 27.6
400S137-97 0.1017 50 60.8 0.686 2.33 1.557 0.779 1.507 0.142 0.454 1.557 0.764 27.81* 28.33 6658 1207 2.365 0.486 -0.885 0.555 1.806 0.760 27.5
400S162-33 0.0346 33 33.0 0.275 0.94 0.692 0.346 1.586 0.103 0.611 0.692 0.299 5.91 6.07 976 595 0.110 0.363 -1.263 0.768 2.118 0.644 42.3
400S162-43 0.0451 33 33.0 0.357 1.21 0.892 0.446 1.581 0.131 0.606 0.892 0.417 8.23 8.54 1739 810 0.242 0.460 -1.252 0.761 2.106 0.647 42.2
400S162-54 0.0566 50 50.0 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.498 14.90 15.25 3372 1223 0.473 0.560 -1.238 0.754 2.090 0.649 34.1
400S162-68 0.0713 50 50.0 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.648 19.41 20.15 4871 1356 0.933 0.677 -1.220 0.745 2.069 0.653 34.0
400S162-97 0.1017 50 59.2 0.762 2.59 1.812 0.906 1.542 0.249 0.572 1.812 0.892 31.64* 32.15 6658 1207 2.628 0.889 -1.182 0.725 2.025 0.659 34.0
400S162-118 0.1242 50 61.1 0.910 3.10 2.118 1.059 1.526 0.282 0.557 2.118 1.041 38.10 38.74 7869 1102 4.679 1.020 -1.154 0.711 1.992 0.664 30.6
400S200-33 0.0346 33 33.0 0.310 1.05 0.812 0.406 1.619 0.183 0.769 0.812 0.328 6.49 6.90 976 595 0.124 0.697 -1.688 1.007 2.462 0.530 53.1
400S200-43 0.0451 33 33.0 0.402 1.37 1.047 0.524 1.615 0.235 0.764 1.047 0.478 9.45 9.74 1739 810 0.272 0.886 -1.676 1.000 2.449 0.532 53.0
400S200-54 0.0566 50 50.0 0.500 1.70 1.292 0.646 1.608 0.287 0.758 1.292 0.549 16.43 17.31 3372 1223 0.534 1.083 -1.662 0.993 2.433 0.534 42.9
400S200-68 0.0713 50 50.0 0.622 2.12 1.589 0.795 1.599 0.349 0.750 1.589 0.751 22.48 23.03 4871 1356 1.054 1.318 -1.643 0.983 2.412 0.536 42.9
400S200-97 0.1017 50 57.6 0.864 2.94 2.155 1.077 1.579 0.462 0.731 2.155 1.063 36.68* 37.17 6658 1207 2.978 1.749 -1.605 0.963 2.368 0.540 43.0
400S200-118 0.1242 50 59.2 1.034 3.52 2.532 1.266 1.565 2.532 0.717 2.532 1.248 44.23 44.85 7869 1102 5.318 2.024 -1.577 0.948 2.334 0.544 39.5
400S250-43 0.0451 33 33.0 0.447 1.52 1.224 0.612 1.655 0.399 0.945 1.224 0.503 9.93 10.42 1739 810 0.303 1.486 -2.139 1.252 2.864 0.443 63.7
400S250-54 0.0566 50 50.0 0.556 1.89 1.512 0.756 1.649 0.490 0.938 1.506 0.576 17.24 18.42 3372 1223 0.594 1.821 -2.124 1.244 2.848 0.444 51.6
400S250-68 0.0713 50 50.0 0.693 2.36 1.864 0.932 1.640 0.599 0.929 1.864 0.775 23.19 24.76 4871 1356 1.174 2.225 -2.105 1.235 2.826 0.445 51.6
400S250-97 0.1017 50 56.2 0.966 3.29 2.541 1.271 1.622 0.801 0.911 2.541 1.191 40.06* 41.47 6658 1207 3.329 2.978 -2.066 1.214 2.780 0.448 51.9
400S250-118 0.1242 50 57.4 1.158 3.94 2.998 1.499 1.609 0.931 0.897 2.998 1.436 49.40 51.57 7869 1102 5.956 3.467 -2.037 1.199 2.746 0.450 48.5
400S300-54 0.0566 50 50.0 0.641 2.18 1.776 0.888 1.664 0.852 1.153 1.734 0.705 21.11 21.67 3372 1223 0.685 3.819 -2.792 1.613 3.449 0.345 59.9
400S300-68 0.0713 50 50.0 0.800 2.72 2.195 1.098 1.657 1.048 1.145 2.195 0.913 27.33 29.09 4871 1356 1.356 4.683 -2.774 1.603 3.428 0.345 60.0
400S300-97 0.1017 50 50.0 1.118 3.80 3.007 1.504 1.640 1.420 1.127 3.007 1.430 42.81 44.71 6658 1207 3.855 6.317 -2.735 1.583 3.383 0.346 66.2
400S300-118 0.1242 50 56.3 1.345 4.58 3.562 1.781 1.628 1.668 1.114 3.562 1.711 57.64 60.01 7869 1102 6.914 7.400 -2.707 1.568 3.349 0.347 62.6
400S350-54 0.0566 50 50.0 0.712 2.42 2.013 1.006 1.681 1.286 1.344 1.899 0.735 22.01 23.68 3372 1223 0.760 6.333 -3.375 1.927 4.003 0.289 77.6
400S350-68 0.0713 50 50.0 0.889 3.03 2.491 1.245 1.674 1.586 1.336 2.474 1.007 30.16 31.88 4871 1356 1.507 7.786 -3.357 1.917 3.982 0.289 77.7
400S350-97 0.1017 50 50.0 1.245 4.24 3.422 1.711 1.658 2.164 1.318 3.422 1.520 45.50 49.33 6658 1207 4.293 10.555 -3.319 1.897 3.937 0.289 78.3
400S350-118 0.1242 50 55.4 1.500 5.10 4.063 2.032 1.646 2.555 1.305 4.063 1.923 63.80 67.06 7869 1102 7.713 12.410 -3.290 1.882 3.904 0.290 74.7
Notes:
1. Web-height to thickness ratio exceeds 200. Web Stiffeners are required at all support points and concen- * Where Ma is noted with an asterisk, cold-work of forming is applicable and has been used.
trated loads.
600S137-33 0.0346 33 33.0 0.318 1.08 1.582 0.527 2.229 0.069 0.464 1.548 0.455 8.98 8.19 638 638 0.127 0.500 -0.807 0.519 2.416 0.889 33.5
600S137-43 0.0451 33 33.0 0.413 1.41 2.042 0.681 2.223 0.087 0.459 2.041 0.645 12.74 11.82 1416 1240 0.280 0.633 -0.796 0.513 2.406 0.890 33.2
600S137-54 0.0566 50 50.0 0.514 1.75 2.518 0.839 2.213 0.105 0.452 2.518 0.777 23.26 21.24 2823 1947 0.549 0.769 -0.784 0.506 2.391 0.893 26.8
600S137-68 0.0713 50 50.0 0.640 2.18 3.094 1.031 2.200 0.125 0.443 3.094 1.030 30.84 28.89 5350 2879 1.084 0.930 -0.768 0.497 2.371 0.895 26.5
600S137-97 0.1017 50 60.8 0.889 3.03 4.188 1.396 2.170 0.159 0.422 4.188 1.396 50.80* 50.80 10472 3805 3.066 1.216 -0.734 0.480 2.330 0.901 23.6
600S162-33 0.0346 33 33.0 0.344 1.17 1.793 0.598 2.282 0.116 0.581 1.793 0.577 11.41 9.47 638 638 0.137 0.861 -1.072 0.677 2.587 0.828 41.1
600S162-43 0.0451 33 36.3 0.447 1.52 2.316 0.772 2.276 0.148 0.576 2.316 0.767 16.68* 14.46 1416 1240 0.303 1.095 -1.062 0.670 2.577 0.830 39.0
600S162-54 0.0566 50 55.3 0.556 1.89 2.860 0.953 2.267 0.180 0.570 2.860 0.916 30.33* 25.90 2823 1947 0.594 1.337 -1.049 0.663 2.562 0.832 31.4
600S162-68 0.0713 50 56.6 0.693 2.36 3.525 1.175 2.255 0.218 0.560 3.525 1.164 39.47* 35.70 5350 2879 1.174 1.626 -1.032 0.655 2.543 0.835 30.8
600S162-97 0.1017 50 59.2 0.966 3.29 4.797 1.599 2.229 0.283 0.541 4.797 1.599 56.73* 56.73 10472 3805 3.329 2.153 -0.997 0.636 2.501 0.841 29.8
600S162-118 0.1242 50 61.1 1.158 3.94 5.652 1.884 2.209 0.321 0.526 5.652 1.884 68.94 68.94 12526 3622 5.956 2.487 -0.971 0.623 2.470 0.845 29.1
600S200-33 0.0346 33 33.0 0.379 1.29 2.075 0.692 2.340 0.209 0.743 2.058 0.621 12.28 10.76 638 638 0.151 1.593 -1.457 0.901 2.855 0.740 51.6
600S200-43 0.0451 33 33.0 0.492 1.67 2.683 0.894 2.335 0.268 0.739 2.683 0.873 17.24 15.39 1416 1240 0.334 2.033 -1.446 0.894 2.844 0.742 51.5
600S200-54 0.0566 50 50.0 0.613 2.09 3.319 1.106 2.327 0.328 0.732 3.319 1.015 30.40 27.38 2823 1947 0.655 2.493 -1.432 0.887 2.829 0.744 41.6
600S200-68 0.0713 50 55.4 0.764 2.60 4.101 1.367 2.316 0.400 0.723 4.101 1.317 43.71* 39.69 5350 2879 1.295 3.047 -1.415 0.878 2.809 0.746 39.3
600S200-97 0.1017 50 57.6 1.067 3.63 5.612 1.871 2.293 0.530 0.705 5.612 1.871 64.53* 63.67 10472 3805 3.679 4.080 -1.378 0.859 2.767 0.752 38.3
600S200-118 0.1242 50 59.2 1.283 4.36 6.641 2.214 2.276 0.611 0.690 6.641 2.214 78.44 78.44 12526 3622 6.595 4.753 -1.351 0.845 2.735 0.756 37.6
600S250-43 0.0451 33 33.0 0.537 1.83 3.082 1.027 2.396 0.458 0.923 3.082 0.918 18.14 16.21 1416 1240 0.364 3.411 -1.874 1.136 3.179 0.652 62.4
600S250-54 0.0566 50 50.0 0.670 2.28 3.819 1.273 2.388 0.562 0.917 3.766 1.069 32.00 28.71 2823 1947 0.715 4.194 -1.860 1.129 3.163 0.654 50.5
600S250-68 0.0713 50 50.0 0.836 2.84 4.727 1.576 2.378 0.688 0.908 4.723 1.386 41.49 39.07 5350 2879 1.416 5.145 -1.842 1.119 3.142 0.656 50.4
600S250-97 0.1017 50 56.2 1.169 3.98 6.496 2.165 2.357 0.923 0.889 6.496 2.063 69.38* 66.81 10472 3805 4.030 6.947 -1.803 1.100 3.098 0.661 47.3
600S250-118 0.1242 50 57.4 1.407 4.79 7.713 2.571 2.342 1.075 0.874 7.713 2.498 85.92 86.83 12526 3622 7.234 8.142 -1.775 1.085 3.066 0.665 46.6
600S300-54 0.0566 50 50.0 0.754 2.57 4.462 1.487 2.432 0.986 1.143 4.332 1.277 38.23 33.68 2823 1947 0.806 8.115 -2.483 1.481 3.659 0.539 59.1
600S300-68 0.0713 50 50.0 0.943 3.21 5.534 1.845 2.423 1.214 1.135 5.534 1.610 48.20 45.90 5350 2879 1.597 9.992 -2.465 1.471 3.638 0.541 59.0
600S300-97 0.1017 50 50.0 1.321 4.50 7.639 2.546 2.404 1.649 1.117 7.639 2.442 73.11 72.75 10472 3805 4.556 13.587 -2.427 1.451 3.594 0.544 58.8
600S300-118 0.1242 50 56.3 1.593 5.42 9.100 3.033 2.390 1.940 1.104 9.100 2.939 99.02 99.47 12526 3622 8.1914 16.0127 -2.398 1.437 3.561 0.546 55.3
600S350-54 0.0566 50 50.0 0.825 2.81 5.023 1.674 2.467 1.491 1.344 4.774 1.335 39.97 36.56 2823 1947 0.8812 12.9421 -3.037 1.787 4.137 0.461 74.4
600S350-68 0.0713 50 50.0 1.032 3.51 6.237 2.079 2.459 1.841 1.336 6.207 1.771 53.01 49.70 5350 2879 1.7483 15.9678 -3.018 1.777 4.115 0.462 74.3
600S350-97 0.1017 50 50.0 1.449 4.93 8.631 2.877 2.441 2.518 1.318 8.631 2.593 77.64 78.36 10472 3805 4.9943 21.811 -2.979 1.757 4.071 0.464 74.3
600S350-118 0.1242 50 55.4 1.748 5.95 10.304 3.435 2.428 2.978 1.305 10.304 3.268 108.43 107.66 12526 3622 8.9897 25.7905 -2.951 1.742 4.038 0.466 70.6
800S137-33¹ 0.0346 33 33.0 0.388 1.32 3.198 0.799 2.873 0.073 0.435 2.998 0.622 12.3 10.71 474 474 0.155 0.957 -0.696 0.460 2.987 0.946 32.5
800S137-43 0.0451 33 33.0 0.503 1.71 4.134 1.033 2.866 0.093 0.430 4.001 0.896 17.7 15.78 1051 1051 0.341 1.214 -0.687 0.454 2.978 0.947 32.2
800S137-54 0.0566 50 50.0 0.627 2.13 5.110 1.277 2.855 0.112 0.423 4.974 1.083 32.42 28.47 2091 2091 0.670 1.478 -0.676 0.448 2.964 0.948 25.9
800S137-68 0.0713 50 50.0 0.782 2.66 6.303 1.576 2.839 0.134 0.414 6.285 1.468 43.96 39.57 4221 3367 1.325 1.789 -0.661 0.440 2.944 0.950 25.6
800S137-97 0.1017 50 50.0 1.093 3.72 8.597 2.149 2.805 0.169 0.394 8.597 2.149 64.35 63.91 10885 5938 3.767 2.349 -0.630 0.423 2.902 0.953 25.0
800S162-33¹ 0.0346 33 33.0 0.413 1.41 3.582 0.896 2.943 0.125 0.550 3.384 0.710 14.03 12.61 474 474 0.165 1.630 -0.936 0.607 3.137 0.911 40.1
800S162-43 0.0451 33 33.0 0.537 1.83 4.633 1.158 2.937 0.160 0.546 4.500 1.019 20.14 18.33 1051 1051 0.364 2.076 -0.926 0.601 3.128 0.912 39.9
800S162-54 0.0566 50 50.0 0.670 2.28 5.736 1.434 2.927 0.194 0.539 5.600 1.229 36.79 32.81 2091 2091 0.715 2.539 -0.914 0.594 3.113 0.914 32.1
800S162-68 0.0713 50 50.0 0.836 2.84 7.089 1.772 2.913 0.235 0.530 7.070 1.663 49.8 45.11 4221 3367 1.416 3.093 -0.899 0.586 3.094 0.916 31.9
800S162-97 0.1017 50 50.0 1.169 3.98 9.713 2.428 2.883 0.305 0.510 9.713 2.428 72.7 71.94 10885 5938 4.030 4.114 -0.866 0.568 3.053 0.919 31.4
800S162-118 0.1242 50 61.1 1.407 4.79 11.504 2.876 2.860 0.346 0.496 11.504 2.876 105.2268 105.23 16235 7115 7.234 4.766 -0.842 0.556 3.022 0.922 28.0
800S200-33¹ 0.0346 33 33.0 0.448 1.52 4.096 1.024 3.023 0.227 0.712 4.096 0.816 16.12 14.52 474 474 0.179 2.971 -1.288 0.817 3.363 0.853 50.5
800S200-43 0.0451 33 33.0 0.582 1.98 5.302 1.325 3.018 0.292 0.708 5.302 1.293 25.54 20.99 1051 1051 0.395 3.797 -1.277 0.811 3.353 0.855 50.4
800S200-54 0.0566 50 50.0 0.726 2.47 6.573 1.643 3.009 0.357 0.701 6.573 1.499 44.87 37.37 2091 2091 0.775 4.663 -1.265 0.804 3.338 0.856 40.7
800S200-68 0.0713 50 55.4 0.907 3.09 8.140 2.035 2.996 0.435 0.692 8.140 1.964 65.21* 54.70 4221 3367 1.537 5.712 -1.248 0.796 3.319 0.859 38.4
800S200-97 0.1017 50 57.6 1.271 4.32 11.203 2.801 2.969 0.576 0.673 11.203 2.801 96.63* 89.76 10885 5938 4.381 7.684 -1.214 0.777 3.278 0.863 37.2
800S200-118 0.1242 50 59.2 1.531 5.21 13.316 3.329 2.949 0.665 0.659 13.316 3.329 117.9528 117.55 16235 7115 7.872 8.981 -1.188 0.764 3.247 0.866 36.5
800S250-43 0.0451 33 33.0 0.627 2.13 6.015 1.504 3.097 0.500 0.893 6.015 1.313 25.95 22.06 1051 1051 0.425 6.374 -1.675 1.043 3.632 0.787 61.5
800S250-54 0.0566 50 50.0 0.783 2.66 7.465 1.866 3.088 0.614 0.886 7.378 1.525 45.66 39.13 2091 2091 0.836 7.850 -1.661 1.036 3.617 0.789 49.8
800S250-68 0.0713 50 50.0 0.978 3.33 9.261 2.315 3.077 0.752 0.877 9.240 2.059 61.65 53.75 4221 3367 1.658 9.652 -1.644 1.027 3.597 0.791 49.6
800S250-97 0.1017 50 56.2 1.372 4.67 12.789 3.197 3.053 1.009 0.857 12.789 3.054 102.70* 93.42 10885 5938 4.731 13.091 -1.607 1.008 3.555 0.796 46.4
800S250-118 0.1242 50 57.4 1.655 5.63 15.242 3.810 3.035 1.175 0.843 15.242 3.707 127.5072 122.92 16235 7115 8.511 15.395 -1.580 0.994 3.524 0.799 45.6
800S300-54 0.0566 50 50.0 0.868 2.95 8.657 2.164 3.159 1.085 1.118 8.443 1.826 54.66 45.96 2091 2091 0.927 14.642 -2.244 1.372 4.033 0.690 58.6
800S300-68 0.0713 50 50.0 1.085 3.69 10.758 2.690 3.149 1.336 1.110 10.758 2.371 70.98 63.08 4221 3367 1.839 18.066 -2.226 1.363 4.012 0.692 58.4
800S300-97 0.1017 50 50.0 1.525 5.19 14.913 3.728 3.127 1.817 1.092 14.913 3.576 107.05 101.38 10885 5938 5.257 24.677 -2.188 1.343 3.970 0.696 58.1
800S300-118 0.1242 50 56.3 1.842 6.27 17.824 4.456 3.111 2.139 1.078 17.824 4.316 145.434 139.91 16235 7115 9.469 29.179 -2.161 1.329 3.938 0.699 54.5
800S350-54 0.0566 50 50.0 0.938 3.19 9.683 2.421 3.212 1.646 1.325 9.310 1.869 55.9632 49.74 2091 2091 1.002 22.897 -2.766 1.668 4.441 0.612 73.0
800S350-68 0.0713 50 50.0 1.174 4.00 12.046 3.012 3.203 2.034 1.316 12.046 2.596 77.7324 68.05 4221 3367 1.990 28.308 -2.748 1.658 4.421 0.614 72.9
800S350-97 0.1017 50 50.0 1.652 5.62 16.737 4.184 3.183 2.784 1.298 16.737 3.786 113.3388 108.67 10885 5938 5.696 38.834 -2.710 1.639 4.377 0.617 72.7
800S350-118 0.1242 50 55.4 1.997 6.79 20.041 5.010 3.168 3.295 1.285 20.041 4.762 158.0208 150.37 16235 7115 10.267 46.068 -2.682 1.624 4.345 0.619 68.9
Notes:
1. Web-height to thickness ratio exceeds 200. Web Stiffeners are required at all support points and concen- * Where Ma is noted with an asterisk, cold-work of forming is applicable and has been used.
trated loads.
1200S162-54¹ 0.0566 50 50.0 0.896 3.05 15.730 2.622 4.190 0.212 0.486 14.298 1.914 57.31 46.75 1377 1377 0.957 6.340 -0.732 0.493 4.281 0.971 30.5
1200S162-68 0.0713 50 50.0 1.121 3.81 19.518 3.253 4.173 0.255 0.477 18.390 2.645 79.19 66.14 2771 2771 1.899 7.739 -0.719 0.485 4.261 0.972 30.2
1200S162-97 0.1017 50 50.0 1.576 5.36 26.966 4.494 4.137 0.331 0.459 26.735 4.091 122.49 111.30 8147 7411 5.433 10.331 -0.691 0.470 4.219 0.973 29.5
1200S200-54¹ 0.0566 50 50.0 0.953 3.24 17.662 2.944 4.306 0.393 0.643 16.334 2.073 62.07 54.74 1377 1377 1.017 11.550 -1.032 0.681 4.474 0.947 39.0
1200S200-68 0.0713 50 50.0 1.192 4.06 21.947 3.658 4.291 0.479 0.634 20.864 2.963 88.71 76.55 2771 2771 2.020 14.176 -1.017 0.673 4.455 0.948 38.7
1200S200-97 0.1017 50 50.0 1.677 5.71 30.417 5.069 4.258 0.635 0.615 30.175 4.660 139.51 126.87 8147 7411 5.783 19.150 -0.987 0.656 4.414 0.950 38.1
1200S250-54¹ 0.0566 50 50.0 1.009 3.43 19.681 3.280 4.416 0.683 0.823 18.433 2.149 64.34 58.39 1377 1377 1.078 19.505 -1.378 0.892 4.699 0.914 48.3
1200S250-68 0.0713 50 50.0 1.263 4.30 24.484 4.081 4.402 0.836 0.813 23.575 3.007 90.04 81.59 2771 2771 2.141 24.034 -1.362 0.884 4.679 0.915 48.1
1200S250-97 0.1017 50 50.0 1.779 6.05 34.016 5.669 4.373 1.121 0.794 33.835 5.037 150.82 135.37 8147 7411 6.134 32.734 -1.329 0.867 4.639 0.918 47.5
1200S300-54¹ 0.0566 50 50.0 1.094 3.72 22.479 3.747 4.533 1.221 1.057 22.278 2.702 80.9 80.02 1377 1377 1.168 35.310 -1.893 1.201 5.025 0.858 57.4
1200S300-68 0.0713 50 50.0 1.370 4.66 28.003 4.667 4.520 1.504 1.048 28.003 3.734 111.79 95.87 2771 2771 2.322 43.658 -1.876 1.193 5.005 0.860 57.2
1200S300-97 0.1017 50 50.0 1.932 6.57 39.017 6.503 4.494 2.046 1.029 39.017 6.256 187.31 157.64 8147 7411 6.660 59.901 -1.842 1.175 4.965 0.862 56.7
Notes:
1. Web-height to thickness ratio exceeds 200. Web Stiffeners are required at all support points and concen- * Where Ma is noted with an asterisk, cold-work of forming is applicable and has been used.
trated loads.
350T125-33 0.0346 33 0.207 0.71 0.405 0.222 1.397 0.030 0.379 0.354 0.165 3.27 1024 0.083 0.070 -0.668 0.414 1.594 0.824
350T125-43 0.0451 33 0.270 0.92 0.528 0.288 1.397 0.038 0.377 0.490 0.233 4.61 1739 0.183 0.090 -0.663 0.412 1.592 0.826
350T125-54 0.0566 50 0.339 1.15 0.668 0.361 1.404 0.048 0.375 0.626 0.297 8.89 3372 0.362 0.114 -0.658 0.408 1.595 0.830
350T125-68 0.0713 50 0.427 1.45 0.851 0.454 1.412 0.059 0.372 0.839 0.407 12.18 4536 0.723 0.144 -0.650 0.403 1.599 0.835
350T125-97 0.1017 50 0.608 2.07 1.243 0.645 1.430 0.081 0.366 1.243 0.645 19.30 6383 2.096 0.209 -0.636 0.394 1.607 0.844
350T150-33 0.0346 33 0.225 0.76 0.461 0.253 1.432 0.049 0.469 0.382 0.171 3.39 1024 0.090 0.114 -0.866 0.527 1.738 0.752
350T150-43 0.0451 33 0.293 1.00 0.601 0.328 1.433 0.064 0.467 0.531 0.243 4.80 1739 0.198 0.148 -0.861 0.525 1.736 0.754
350T150-54 0.0566 50 0.367 1.25 0.761 0.412 1.440 0.079 0.465 0.679 0.310 9.28 3372 0.392 0.187 -0.855 0.521 1.738 0.758
350T150-68 0.0713 50 0.462 1.57 0.972 0.518 1.450 0.099 0.462 0.919 0.428 12.81 4536 0.783 0.238 -0.847 0.516 1.741 0.763
350T150-97 0.1017 50 0.659 2.24 1.422 0.738 1.469 0.136 0.455 1.422 0.701 20.98 6383 2.271 0.346 -0.831 0.506 1.748 0.774
350T200-33 0.0346 33 0.259 0.88 0.574 0.315 1.487 0.108 0.647 0.428 0.181 3.57 1024 0.103 0.249 -1.285 0.761 2.069 0.614
350T200-43 0.0451 33 0.338 1.15 0.749 0.409 1.489 0.140 0.645 0.600 0.257 5.09 1739 0.229 0.323 -1.280 0.758 2.066 0.616
350T200-54 0.0566 50 0.424 1.44 0.949 0.513 1.496 0.175 0.642 0.770 0.329 9.85 3372 0.453 0.409 -1.273 0.754 2.067 0.621
350T200-68 0.0713 50 0.534 1.82 1.213 0.647 1.508 0.218 0.639 1.054 0.458 13.71 4536 0.904 0.522 -1.264 0.749 2.069 0.626
350T200-97 0.1017 50 0.761 2.59 1.780 0.923 1.530 0.305 0.633 1.708 0.769 23.01 6383 2.622 0.765 -1.247 0.738 2.073 0.638
350T250-43 0.0451 33 0.383 1.30 0.896 0.490 1.530 0.257 0.819 0.659 0.268 5.29 1739 0.260 0.593 -1.719 0.996 2.443 0.505
350T250-54 0.0566 50 0.480 1.63 1.137 0.615 1.538 0.321 0.817 0.846 0.343 10.26 3372 0.513 0.752 -1.712 0.992 2.442 0.509
350T250-68 0.0713 50 0.605 2.06 1.454 0.776 1.550 0.401 0.814 1.168 0.479 14.35 4536 1.025 0.961 -1.703 0.987 2.443 0.514
350T250-97 0.1017 50 0.862 2.93 2.139 1.109 1.575 0.563 0.808 1.924 0.815 24.39 6383 2.973 1.413 -1.684 0.975 2.443 0.525
362T125-33 0.0346 33 0.212 0.72 0.438 0.232 1.438 0.030 0.377 0.384 0.174 3.44 1024 0.085 0.076 -0.658 0.409 1.626 0.836
362T125-43 0.0451 33 0.276 0.94 0.571 0.302 1.439 0.039 0.375 0.531 0.245 4.84 1739 0.187 0.098 -0.654 0.407 1.625 0.838
362T125-54 0.0566 50 0.346 1.18 0.723 0.378 1.445 0.048 0.373 0.678 0.312 9.34 3372 0.369 0.123 -0.648 0.404 1.627 0.841
362T125-68 0.0713 50 0.436 1.48 0.921 0.475 1.454 0.060 0.370 0.907 0.427 12.78 4703 0.738 0.156 -0.641 0.399 1.631 0.846
362T125-97 0.1017 50 0.621 2.11 1.343 0.675 1.471 0.082 0.363 1.343 0.675 20.20 6622 2.140 0.226 -0.626 0.390 1.639 0.854
362T125-118 0.1242 50 0.757 2.58 1.666 0.821 1.483 0.097 0.358 1.666 0.821 28.24 8008 3.894 0.278 -0.615 0.383 1.645 0.860
362T150-33 0.0346 33 0.229 0.78 0.499 0.264 1.475 0.050 0.467 0.414 0.180 3.56 1024 0.091 0.124 -0.854 0.522 1.767 0.766
362T150-43 0.0451 33 0.298 1.02 0.650 0.343 1.476 0.064 0.465 0.574 0.255 5.04 1739 0.202 0.160 -0.850 0.519 1.766 0.768
362T150-54 0.0566 50 0.374 1.27 0.823 0.431 1.483 0.080 0.462 0.735 0.325 9.74 3372 0.400 0.202 -0.844 0.516 1.768 0.772
362T150-68 0.0713 50 0.471 1.60 1.050 0.542 1.492 0.099 0.459 0.993 0.449 13.43 4703 0.799 0.257 -0.836 0.511 1.771 0.777
362T150-97 0.1017 50 0.672 2.29 1.534 0.771 1.512 0.138 0.453 1.534 0.733 21.94 6622 2.315 0.374 -0.820 0.501 1.778 0.787
362T150-118 0.1242 50 0.820 2.79 1.907 0.939 1.525 0.165 0.448 1.907 0.939 31.65 8008 4.214 0.462 -0.808 0.494 1.784 0.795
362T200-33 0.0346 33 0.264 0.90 0.619 0.328 1.532 0.110 0.645 0.464 0.190 3.76 1024 0.105 0.269 -1.270 0.754 2.092 0.631
362T200-43 0.0451 33 0.343 1.17 0.808 0.427 1.534 0.142 0.643 0.649 0.270 5.34 1739 0.233 0.350 -1.265 0.752 2.090 0.633
362T200-54 0.0566 50 0.431 1.47 1.024 0.536 1.541 0.177 0.640 0.832 0.345 10.34 3372 0.460 0.442 -1.259 0.748 2.091 0.637
362T200-68 0.0713 50 0.543 1.85 1.307 0.675 1.552 0.221 0.638 1.138 0.480 14.37 4703 0.919 0.564 -1.250 0.743 2.093 0.643
362T200-97 0.1017 50 0.773 2.63 1.917 0.963 1.575 0.308 0.631 1.839 0.803 24.06 6622 2.666 0.825 -1.232 0.732 2.097 0.655
362T200-118 0.1242 50 0.944 3.21 2.388 1.176 1.591 0.371 0.627 2.388 1.072 32.09 8008 4.852 1.026 -1.219 0.724 2.100 0.663
362T250-43 0.0451 33 0.389 1.32 0.966 0.510 1.577 0.260 0.818 0.713 0.281 5.56 1739 0.263 0.641 -1.702 0.990 2.460 0.521
362T250-54 0.0566 50 0.487 1.66 1.224 0.641 1.585 0.324 0.816 0.914 0.360 10.77 3372 0.521 0.812 -1.695 0.986 2.460 0.525
362T250-68 0.0713 50 0.614 2.09 1.565 0.808 1.597 0.406 0.813 1.259 0.502 15.04 4703 1.040 1.038 -1.686 0.980 2.460 0.530
362T250-97 0.1017 50 0.875 2.98 2.300 1.155 1.621 0.570 0.807 2.069 0.851 25.49 6622 3.016 1.524 -1.667 0.969 2.461 0.541
362T250-118 0.1242 50 1.068 3.63 2.868 1.413 1.639 0.688 0.802 2.732 1.149 34.41 8008 5.491 1.900 -1.653 0.961 2.462 0.549
362T300-54 0.0566 50 0.544 1.85 1.425 0.746 1.619 0.531 0.988 0.995 0.371 11.11 3372 0.581 1.337 -2.146 1.227 2.863 0.439
362T300-68 0.0713 50 0.685 2.33 1.823 0.941 1.631 0.665 0.985 1.364 0.519 15.55 4703 1.161 1.711 -2.136 1.221 2.862 0.443
362T300-97 0.1017 50 0.977 3.32 2.682 1.348 1.657 0.937 0.979 2.269 0.887 26.55 6622 3.367 2.518 -2.116 1.209 2.860 0.453
362T300-118 0.1242 50 1.192 4.06 3.349 1.650 1.676 1.133 0.975 3.022 1.205 36.09 8008 6.130 3.145 -2.101 1.201 2.859 0.460
Notes:
1. Web-height to thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentrated loads.
550T125-33 0.0346 33 0.277 0.94 1.159 0.410 2.046 0.033 0.346 1.029 0.270 5.33 680 0.110 0.195 -0.541 0.350 2.145 0.936
550T125-43 0.0451 33 0.360 1.23 1.510 0.533 2.047 0.043 0.344 1.428 0.416 8.23 1504 0.244 0.252 -0.537 0.348 2.144 0.937
550T125-54 0.0566 50 0.452 1.54 1.903 0.668 2.052 0.053 0.342 1.811 0.535 16.01 2980 0.483 0.315 -0.532 0.345 2.147 0.939
550T125-68 0.0713 50 0.569 1.94 2.412 0.839 2.058 0.066 0.339 2.379 0.769 23.02 5350 0.965 0.397 -0.526 0.341 2.152 0.940
550T125-97 0.1017 50 0.811 2.76 3.483 1.190 2.072 0.090 0.333 3.483 1.190 35.62 10197 2.797 0.564 -0.514 0.333 2.161 0.943
550T150-33 0.0346 33 0.294 1.00 1.295 0.459 2.099 0.055 0.434 1.115 0.310 6.12 680 0.117 0.320 -0.714 0.455 2.259 0.900
550T150-43 0.0451 33 0.383 1.30 1.688 0.596 2.099 0.072 0.432 1.516 0.468 9.25 1504 0.260 0.414 -0.709 0.452 2.258 0.901
550T150-54 0.0566 50 0.480 1.63 2.128 0.747 2.105 0.089 0.430 1.928 0.595 17.81 2980 0.513 0.519 -0.704 0.449 2.261 0.903
550T150-68 0.0713 50 0.605 2.06 2.699 0.939 2.112 0.110 0.427 2.569 0.804 24.07 5350 1.025 0.655 -0.698 0.445 2.265 0.905
550T150-97 0.1017 50 0.862 2.93 3.904 1.333 2.128 0.153 0.421 3.904 1.278 38.27 10197 2.973 0.937 -0.684 0.436 2.275 0.909
550T200-33 0.0346 33 0.329 1.12 1.567 0.555 2.184 0.123 0.613 1.246 0.307 6.06 680 0.131 0.694 -1.088 0.674 2.516 0.813
550T200-43 0.0451 33 0.428 1.46 2.043 0.722 2.185 0.160 0.611 1.690 0.495 9.79 1504 0.290 0.900 -1.083 0.671 2.514 0.814
550T200-54 0.0566 50 0.537 1.83 2.578 0.905 2.191 0.199 0.609 2.153 0.630 18.86 2980 0.573 1.133 -1.077 0.668 2.517 0.817
550T200-68 0.0713 50 0.676 2.30 3.274 1.139 2.200 0.248 0.606 2.894 0.857 25.67 5350 1.146 1.434 -1.070 0.663 2.521 0.820
550T200-97 0.1017 50 0.964 3.28 4.746 1.621 2.219 0.347 0.600 4.566 1.391 41.64 10197 3.323 2.067 -1.055 0.653 2.529 0.826
550T250-43 0.0451 33 0.473 1.61 2.399 0.848 2.252 0.295 0.790 1.841 0.516 10.20 1504 0.321 1.643 -1.484 0.899 2.810 0.721
550T250-54 0.0566 50 0.594 2.02 3.029 1.063 2.259 0.368 0.788 2.346 0.657 19.66 2980 0.634 2.070 -1.478 0.895 2.812 0.724
550T250-68 0.0713 50 0.748 2.54 3.849 1.339 2.269 0.460 0.785 3.172 0.897 26.86 5350 1.267 2.627 -1.470 0.890 2.815 0.727
550T250-97 0.1017 50 1.066 3.63 5.588 1.908 2.290 0.646 0.779 5.073 1.470 44.01 10197 3.674 3.801 -1.453 0.880 2.822 0.735
600T125-33 0.0346 33 0.294 1.00 1.428 0.465 2.204 0.034 0.339 1.258 0.297 5.87 622 0.117 0.238 -0.516 0.337 2.289 0.949
600T125-43 0.0451 33 0.383 1.30 1.861 0.604 2.205 0.044 0.337 1.768 0.461 9.11 1377 0.260 0.307 -0.513 0.335 2.288 0.950
600T125-54 0.0566 50 0.480 1.63 2.344 0.756 2.209 0.054 0.335 2.241 0.592 17.73 2728 0.513 0.384 -0.508 0.332 2.291 0.951
600T125-68 0.0713 50 0.605 2.06 2.969 0.950 2.215 0.067 0.332 2.934 0.858 25.69 5350 1.025 0.483 -0.503 0.329 2.296 0.952
600T125-97 0.1017 50 0.862 2.93 4.281 1.347 2.228 0.092 0.326 4.281 1.347 40.33 10885 2.973 0.685 -0.491 0.321 2.305 0.955
600T125-118 0.1242 50 1.052 3.58 5.268 1.637 2.237 0.109 0.322 5.268 1.637 56.32 13539 5.411 0.832 -0.483 0.315 2.311 0.956
600T150-33 0.0346 33 0.311 1.06 1.590 0.517 2.260 0.057 0.426 1.334 0.303 5.99 622 0.124 0.390 -0.684 0.439 2.399 0.919
600T150-43 0.0451 33 0.405 1.38 2.072 0.673 2.261 0.073 0.424 1.890 0.474 9.36 1377 0.275 0.504 -0.680 0.437 2.398 0.920
600T150-54 0.0566 50 0.509 1.73 2.611 0.843 2.266 0.091 0.422 2.400 0.609 18.24 2728 0.543 0.632 -0.675 0.434 2.401 0.921
600T150-68 0.0713 50 0.641 2.18 3.309 1.059 2.273 0.113 0.419 3.162 0.891 26.68 5350 1.086 0.797 -0.669 0.430 2.406 0.923
600T150-97 0.1017 50 0.913 3.11 4.778 1.504 2.288 0.156 0.413 4.778 1.444 43.23 10885 3.148 1.138 -0.656 0.421 2.415 0.926
600T150-118 0.1242 50 1.1145 3.7922 5.886 1.829 2.298 0.186 0.409 5.886 1.829 61.64 13539 5.730 1.389 -0.647 0.415 2.422 0.929
600T200-33 0.0346 33 0.346 1.18 1.913 0.622 2.352 0.126 0.604 1.542 0.333 6.59 622 0.138 0.847 -1.048 0.655 2.645 0.843
600T200-43 0.0451 33 0.451 1.53 2.494 0.809 2.353 0.163 0.602 2.076 0.565 11.16 1377 0.305 1.098 -1.044 0.652 2.643 0.844
600T200-54 0.0566 50 0.565 1.92 3.145 1.015 2.359 0.203 0.600 2.641 0.717 21.48 2728 0.604 1.381 -1.038 0.649 2.646 0.846
600T200-68 0.0713 50 0.712 2.42 3.990 1.277 2.367 0.254 0.597 3.540 0.973 29.12 5350 1.206 1.746 -1.031 0.644 2.650 0.849
600T200-97 0.1017 50 1.015 3.45 5.773 1.816 2.385 0.354 0.591 5.558 1.568 46.94 10885 3.499 2.510 -1.016 0.635 2.659 0.854
600T200-118 0.1242 50 1.239 4.21 7.122 2.214 2.398 0.426 0.586 7.122 2.051 61.42 13539 6.369 3.083 -1.006 0.628 2.665 0.858
600T250-43 0.0451 33 0.496 1.69 2.916 0.946 2.425 0.303 0.781 2.269 0.563 11.13 1377 0.336 2.004 -1.436 0.878 2.925 0.759
600T250-54 0.0566 50 0.622 2.12 3.678 1.187 2.432 0.377 0.779 2.881 0.732 21.92 2728 0.664 2.523 -1.430 0.874 2.927 0.761
600T250-68 0.0713 50 0.783 2.67 4.670 1.495 2.442 0.472 0.776 3.871 1.017 30.46 5350 1.327 3.198 -1.422 0.869 2.930 0.764
600T250-97 0.1017 50 1.116 3.80 6.767 2.129 2.462 0.662 0.770 6.157 1.656 49.58 10885 3.849 4.616 -1.406 0.859 2.938 0.771
600T250-118 0.1242 50 1.363 4.64 8.359 2.598 2.477 0.798 0.765 7.990 2.188 65.51 13539 7.008 5.686 -1.394 0.852 2.943 0.776
600T300-54 0.0566 50 0.679 2.31 4.212 1.359 2.492 0.622 0.957 3.186 0.722 21.61 2728 0.725 4.129 -1.842 1.105 3.243 0.677
600T300-68 0.0713 50 0.855 2.91 5.351 1.712 2.502 0.778 0.955 4.238 1.053 31.53 5350 1.448 5.239 -1.834 1.100 3.246 0.681
600T300-97 0.1017 50 1.218 4.15 7.762 2.442 2.524 1.096 0.948 6.682 1.724 51.62 10885 4.200 7.583 -1.816 1.089 3.251 0.688
600T300-118 0.1242 50 1.487 5.06 9.595 2.982 2.540 1.325 0.944 8.734 2.291 68.59 13539 7.646 9.359 -1.803 1.082 3.255 0.693
Notes:
1. Web-height to thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentrated loads.
1000T125-43¹ 0.0451 33 0.563 1.92 6.630 1.305 3.431 0.047 0.290 5.886 0.819 16.19 822 0.382 0.973 -0.379 0.259 3.464 0.988
1000T125-54 0.0566 50 0.707 2.41 8.333 1.634 3.434 0.059 0.288 7.479 1.055 31.59 1628 0.755 1.212 -0.376 0.256 3.466 0.988
1000T125-68 0.0713 50 0.890 3.03 10.522 2.053 3.438 0.073 0.286 10.155 1.575 47.15 3261 1.508 1.515 -0.372 0.253 3.470 0.989
1000T125-97 0.1017 50 1.269 4.32 15.077 2.912 3.447 0.100 0.280 15.077 2.753 82.42 9507 4.375 2.123 -0.363 0.247 3.477 0.989
1000T125-118 0.1242 50 1.549 5.27 18.471 3.540 3.453 0.118 0.276 18.471 3.535 105.85 16235 7.966 2.558 -0.357 0.243 3.482 0.990
1000T150-43¹ 0.0451 33 0.586 1.99 7.207 1.419 3.507 0.080 0.370 6.195 0.837 16.54 822 0.397 1.612 -0.513 0.345 3.564 0.979
1000T150-54 0.0566 50 0.735 2.50 9.061 1.777 3.511 0.100 0.368 7.880 1.079 32.29 1628 0.785 2.013 -0.509 0.342 3.567 0.980
1000T150-68 0.0713 50 0.926 3.15 11.445 2.233 3.516 0.124 0.366 10.774 1.621 48.53 3261 1.569 2.522 -0.505 0.339 3.571 0.980
1000T150-97 0.1017 50 1.320 4.49 16.413 3.170 3.526 0.171 0.360 16.413 2.902 86.90 9507 4.550 3.557 -0.495 0.332 3.579 0.981
1000T150-118 0.1242 50 1.611 5.48 20.121 3.857 3.534 0.204 0.356 20.121 3.852 115.32 16235 8.285 4.307 -0.488 0.328 3.585 0.982
1000T200-43¹ 0.0451 33 0.631 2.15 8.361 1.646 3.640 0.183 0.539 6.722 0.861 17.01 822 0.428 3.540 -0.813 0.534 3.769 0.953
1000T200-54 0.0566 50 0.792 2.69 10.516 2.062 3.645 0.228 0.537 8.560 1.111 33.26 1628 0.845 4.434 -0.809 0.531 3.772 0.954
1000T200-68 0.0713 50 0.997 3.39 13.292 2.594 3.651 0.284 0.534 11.820 1.684 50.42 3261 1.690 5.576 -0.803 0.527 3.776 0.955
1000T200-97 0.1017 50 1.422 4.84 19.087 3.686 3.664 0.397 0.528 18.583 3.081 92.25 9507 4.901 7.924 -0.791 0.519 3.786 0.956
1000T200-118 0.1242 50 1.736 5.91 23.422 4.489 3.674 0.476 0.524 23.422 4.208 125.99 16235 8.924 9.649 -0.783 0.514 3.793 0.957
1000T250-43¹ 0.0451 33 0.676 2.30 9.515 1.873 3.751 0.344 0.713 7.172 0.876 17.32 822 0.458 6.477 -1.147 0.737 3.987 0.917
1000T250-54 0.0566 50 0.848 2.89 11.972 2.348 3.757 0.429 0.711 9.141 1.132 33.89 1628 0.906 8.125 -1.142 0.734 3.990 0.918
1000T250-68 0.0713 50 1.068 3.64 15.138 2.954 3.764 0.536 0.708 12.708 1.726 51.68 3261 1.810 10.240 -1.135 0.730 3.995 0.919
1000T250-97 0.1017 50 1.523 5.18 21.760 4.202 3.780 0.751 0.702 20.254 3.201 95.84 9507 5.252 14.617 -1.122 0.721 4.005 0.921
1000T250-118 0.1242 50 1.860 6.33 26.723 5.122 3.791 0.905 0.698 25.734 4.422 132.38 16235 9.562 17.858 -1.112 0.715 4.012 0.923
1000T300-54 0.0566 50 0.905 3.08 13.427 2.633 3.852 0.714 0.888 10.940 1.191 35.65 1628 0.966 13.289 -1.500 0.947 4.228 0.874
1000T300-68 0.0713 50 1.140 3.88 16.985 3.314 3.860 0.894 0.885 14.316 1.904 57.01 3261 1.931 16.771 -1.493 0.943 4.233 0.876
1000T300-97 0.1017 50 1.625 5.53 24.434 4.719 3.878 1.257 0.879 21.816 3.589 107.45 9507 5.602 24.009 -1.478 0.934 4.242 0.879
1000T300-118 0.1242 50 1.984 6.75 30.024 5.755 3.890 1.519 0.875 27.760 4.668 139.76 16235 10.201 29.395 -1.468 0.927 4.249 0.881
1200T125-54¹ 0.0566 50 0.820 2.79 13.335 2.186 4.033 0.060 0.271 11.460 1.286 38.51 1354 0.876 1.820 -0.333 0.230 4.055 0.993
1200T125-68 0.0713 50 1.033 3.51 16.826 2.747 4.036 0.074 0.268 15.686 1.934 57.90 2713 1.750 2.270 -0.329 0.227 4.059 0.993
1200T125-97 0.1017 50 1.472 5.01 24.078 3.897 4.044 0.102 0.263 23.751 3.442 103.06 7902 5.076 3.171 -0.322 0.222 4.065 0.994
1200T150-54¹ 0.0566 50 0.848 2.89 14.378 2.357 4.117 0.103 0.348 12.020 1.313 39.31 1354 0.906 3.033 -0.454 0.310 4.156 0.988
1200T150-68 0.0713 50 1.068 3.64 18.148 2.963 4.121 0.127 0.345 16.566 1.987 59.48 2713 1.810 3.795 -0.450 0.307 4.160 0.988
1200T150-97 0.1017 50 1.523 5.18 25.987 4.206 4.130 0.176 0.340 25.719 3.616 108.27 7902 5.252 5.335 -0.441 0.301 4.168 0.989
1200T200-54¹ 0.0566 50 0.905 3.08 16.464 2.699 4.265 0.236 0.510 12.962 1.350 40.41 1354 0.966 6.714 -0.730 0.487 4.357 0.972
1200T200-68 0.0713 50 1.140 3.88 20.791 3.395 4.271 0.294 0.508 18.026 2.058 61.62 2713 1.931 8.431 -0.725 0.483 4.362 0.972
1200T200-97 0.1017 50 1.625 5.53 29.805 4.824 4.283 0.410 0.502 28.959 3.819 114.35 7902 5.602 11.945 -0.714 0.476 4.371 0.973
1200T250-54¹ 0.0566 50 0.962 3.27 18.550 3.041 4.392 0.445 0.681 13.756 1.374 41.14 1354 1.027 12.339 -1.039 0.680 4.565 0.948
1200T250-68 0.0713 50 1.211 4.12 23.435 3.826 4.399 0.556 0.678 19.255 2.106 63.04 2713 2.052 15.529 -1.033 0.676 4.569 0.949
1200T250-97 0.1017 50 1.727 5.88 33.623 5.442 4.413 0.780 0.672 31.310 3.954 118.37 7902 5.953 22.101 -1.021 0.668 4.579 0.950
1200T300-54 0.0566 50 1.018 3.46 20.636 3.383 4.502 0.745 0.855 14.784 1.391 41.65 1354 1.087 20.211 -1.375 0.884 4.784 0.917
1200T300-68 0.0713 50 1.282 4.36 26.079 4.258 4.510 0.932 0.852 20.690 2.140 64.06 2713 2.173 25.471 -1.369 0.880 4.789 0.918
1200T300-97 0.1017 50 1.828 6.22 37.441 6.060 4.525 1.310 0.847 33.655 4.052 121.30 7902 6.304 36.357 -1.355 0.871 4.799 0.920
Notes:
1. Web-height to thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentrated loads.
Curtain Wall, Non-Composite Wall Limiting 5. Limiting heights are based on steel properties only (non-composite).
6. Studs are assumed to be adequately braced at a maximum spacing of
Height Tables Notes Lu to develop full allowable moment, Ma.
1. Studs considered single spanned and unpunched for web crippling
and shear. 7. Web crippling check is based on 1” of bearing at end supports and 3”
of bearing at interior support.
2. Listed wind pressures represent 1.0 W calculated based on 2009 IBC
or 0.6 W calculated based on 2012 IBC. For deflection calculations, 8. Shear and web crippling capacity at end supports have NOT been reduced
listed wind pressures, have been reduced by 0.70 as allowed by IBC. for punchouts. Shear and web crippling capacity at interior support have
The 5 psf pressure has not been reduced for deflection checks. been reduced for the presence of punchout adjacent to the support.
3. Web-height thickness ratio exceeds 200. Web stiffeners are required 9. Combined bending and shear check at interior support is based on
at all support points and concentrated loads. Where limiting heights unreinforced web per AISI S100 (Eq. C3.3.1-1). Shear capacity and
are followed by “e”, web stiffeners are required at ends. combined bending and shear check at interior support have been
reduced for the presence of punchouts adjacent to support.
4. Limiting heights based on studs braced against rotation and lateral
movement at support with properly fastened sheathing on both flang- 10. Allowable moment is lesser of Mal and Mad. Stud distortional buck-
es over the full height Studs are assumed to be adequately braced at a ling is based on an assumed KΦ=0.
maximum spacing of Lu to develop full allowable moment, Ma.
Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 40 psf
Section Fy (ksi)
(in) oc L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600
12 17' 6" 13' 10" 12' 1" 10' 10" 9' 5" 8' 0" 9' 10" 8' 7" 7' 3" 9' 1" 8' 0" 6' 9" 8' 4" 7' 6" 6' 4" 7' 2" 6' 10" 5' 9"
250S137-33 33 16 15' 10" 12' 7" 11' 0" 9' 10" 8' 7" 7' 3" 8' 10" 7' 10" 6' 7" 7' 11" 7' 3" 6' 1" 7' 2" 6' 10" 5' 9" 6' 3" 6' 2" 5' 3"
24 13' 10" 11' 0" 9' 7" 8' 4" 7' 6" 6' 4" 7' 2" 6' 10" 5' 9" 6' 5" 6' 4" 5' 4" 5' 11" e 5' 11" e 5' 0" 5' 1" e 5' 1" e 4' 7" e
12 18' 4" 14' 7" 12' 9" 11' 4" 9' 11" 8' 5" 10' 4" 9' 0" 7' 7" 9' 7" 8' 5" 7' 1" 8' 11" 7' 11" 6' 8" 7' 8" 7' 2" 6' 0"
250S162-33 33 16 16' 8" 13' 3" 11' 7" 10' 4" 9' 0" 7' 7" 9' 5" 8' 2" 6' 11" 8' 5" 7' 7" 6' 5" 7' 8" 7' 2" 6' 0" 6' 8" e 6' 6" e 5' 6"
24 14' 7" 11' 7" 10' 1" 8' 11" 7' 11" 6' 8" 7' 8" 7' 2" 6' 0" 6' 11" 6' 8" 5' 7" 6' 3" e 6' 3" e 5' 3" 5' 5" e 5' 5" e 4' 10" e
12 19' 0" 15' 1" 13' 2" 11' 9" 10' 3" 8' 8" 10' 8" 9' 4" 7' 10" 9' 11" 8' 8" 7' 4" 9' 4" 8' 2" 6' 11" 8' 6" 7' 5" 6' 3"
250S137-43 33 16 17' 3" 13' 8" 11' 11" 10' 8" 9' 4" 7' 10" 9' 9" 8' 6" 7' 2" 9' 0" 7' 10" 6' 8" 8' 6" 7' 5" 6' 3" 7' 6" 6' 9" 5' 8"
24 15' 1" 11' 11" 10' 5" 9' 4" 8' 2" 6' 11" 8' 6" 7' 5" 6' 3" 7' 9" 6' 11" 5' 10" 7' 1" 6' 6" 5' 6" 6' 2" 5' 11" 5' 0"
12 19' 11" 15' 10" 13' 10" 12' 4" 10' 10" 9' 1" 11' 3" 9' 10" 8' 3" 10' 5" 9' 1" 7' 8" 9' 10" 8' 7" 7' 3" 8' 11" 7' 9" 6' 7"
250S162-43 33 16 18' 1" 14' 4" 12' 7" 11' 3" 9' 10" 8' 3" 10' 2" 8' 11" 7' 6" 9' 6" 8' 3" 7' 0" 8' 11" 7' 9" 6' 7" 8' 1" 7' 1" 6' 0"
24 15' 10" 12' 7" 11' 0" 9' 10" 8' 7" 7' 3" 8' 11" 7' 9" 6' 7" 8' 3" 7' 3" 6' 1" 7' 7" 6' 10" 5' 9" 6' 7" 6' 2" 5' 3"
12 20' 3" 16' 1" 14' 1" 12' 7" 11' 0" 9' 3" 11' 5" 10' 0" 8' 5" 10' 7" 9' 3" 7' 10" 10' 0" 8' 9" 7' 4" 9' 1" 7' 11" 6' 8"
250S137-54 50 16 18' 5" 14' 8" 12' 9" 11' 5" 10' 0" 8' 5" 10' 5" 9' 1" 7' 8" 9' 8" 8' 5" 7' 1" 9' 1" 7' 11" 6' 8" 8' 3" 7' 2" 6' 1"
24 16' 1" 12' 9" 11' 2" 10' 0" 8' 9" 7' 4" 9' 1" 7' 11" 6' 8" 8' 5" 7' 4" 6' 2" 7' 11" 6' 11" 5' 10" 7' 2" 6' 3" 5' 4"
12 21' 4" 16' 11" 14' 9" 13' 3" 11' 7" 9' 9" 12' 0" 10' 6" 8' 10" 11' 2" 9' 9" 8' 3" 10' 6" 9' 2" 7' 9" 9' 6" 8' 4" 7' 0"
250S162-54 50 16 19' 4" 15' 5" 13' 5" 12' 0" 10' 6" 8' 10" 10' 11" 9' 6" 8' 0" 10' 2" 8' 10" 7' 6" 9' 6" 8' 4" 7' 0" 8' 8" 7' 7" 6' 5"
24 16' 11" 13' 5" 11' 9" 10' 6" 9' 2" 7' 9" 9' 6" 8' 4" 7' 0" 8' 10" 7' 9" 6' 6" 8' 4" 7' 3" 6' 2" 7' 7" 6' 7" 5' 7"
12 21' 8" 17' 2" 15' 0" 13' 5" 11' 9" 9' 11" 12' 2" 10' 8" 9' 0" 11' 4" 9' 11" 8' 4" 10' 8" 9' 4" 7' 10" 9' 8" 8' 5" 7' 1"
250S137-68 50 16 19' 8" 15' 7" 13' 7" 12' 2" 10' 8" 9' 0" 11' 1" 9' 8" 8' 2" 10' 3" 9' 0" 7' 7" 9' 8" 8' 5" 7' 1" 8' 9" 7' 8" 6' 6"
24 17' 2" 13' 7" 11' 11" 10' 8" 9' 4" 7' 10" 9' 8" 8' 5" 7' 1" 9' 0" 7' 10" 6' 7" 8' 5" 7' 5" 6' 3" 7' 8" 6' 8" 5' 8"
12 22' 9" 18' 1" 15' 9" 14' 1" 12' 4" 10' 5" 12' 10" 11' 2" 9' 5" 11' 11" 10' 5" 8' 9" 11' 2" 9' 9" 8' 3" 10' 2" 8' 11" 7' 6"
250S162-68 50 16 20' 8" 16' 5" 14' 4" 12' 10" 11' 2" 9' 5" 11' 8" 10' 2" 8' 7" 10' 10" 9' 5" 8' 0" 10' 2" 8' 11" 7' 6" 9' 3" 8' 1" 6' 10"
24 18' 1" 14' 4" 12' 6" 11' 2" 9' 9" 8' 3" 10' 2" 8' 11" 7' 6" 9' 5" 8' 3" 7' 0" 8' 11" 7' 9" 6' 7" 8' 1" 7' 1" 5' 11"
12 23' 8" 18' 10" 16' 5" 14' 8" 12' 10" 10' 10" 13' 4" 11' 8" 9' 10" 12' 5" 10' 10" 9' 1" 11' 8" 10' 2" 8' 7" 10' 7" 9' 3" 7' 10"
250S137-97 50 16 21' 6" 17' 1" 14' 11" 13' 4" 11' 8" 9' 10" 12' 1" 10' 7" 8' 11" 11' 3" 9' 10" 8' 3" 10' 7" 9' 3" 7' 10" 9' 7" 8' 5" 7' 1"
24 18' 10" 14' 11" 13' 0" 11' 8" 10' 2" 8' 7" 10' 7" 9' 3" 7' 10" 9' 10" 8' 7" 7' 3" 9' 3" 8' 1" 6' 10" 8' 5" 7' 4" 6' 2"
12 25' 0" 19' 10" 17' 4" 15' 6" 13' 6" 11' 5" 14' 1" 12' 4" 10' 5" 13' 1" 11' 5" 9' 8" 12' 4" 10' 9" 9' 1" 11' 2" 9' 9" 8' 3"
250S162-97 50 16 22' 9" 18' 0" 15' 9" 14' 1" 12' 4" 10' 5" 12' 10" 11' 2" 9' 5" 11' 11" 10' 5" 8' 9" 11' 2" 9' 9" 8' 3" 10' 2" 8' 10" 7' 6"
24 19' 10" 15' 9" 13' 9" 12' 4" 10' 9" 9' 1" 11' 2" 9' 9" 8' 3" 10' 5" 9' 1" 7' 8" 9' 9" 8' 6" 7' 2" 8' 10" 7' 9" 6' 6"
12 23' 9" 18' 10" 16' 5" 14' 8" 12' 10" 10' 10" 13' 0" 11' 8" 9' 10" 11' 8" 10' 10" 9' 2" 10' 7" 10' 2" 8' 7" 9' 2" e 9' 2" e 7' 10"
350S137-33 33 16 21' 7" 17' 1" 14' 11" 13' 0" 11' 8" 9' 10" 11' 3" 10' 7" 8' 11" 10' 1" e 9' 10" 8' 4" 9' 2" e 9' 2" e 7' 9" 8' 0" e 8' 0" e 7' 1" e
24 18' 5" 14' 11" 13' 1" 10' 8" 10' 2" 8' 7" 9' 2" e 9' 2" e 7' 10" 8' 2" e 8' 2" e 7' 3" e 7' 6" e 7' 6" e 6' 9" e 6' 6" e 6' 6" e 6' 2" e
12 25' 0" 19' 10" 17' 4" 15' 6" 13' 6" 11' 5" 13' 7" 12' 3" 10' 4" 12' 2" 11' 5" 9' 7" 11' 0" 10' 9" 9' 0" 8' 3" 8' 3" 8' 2"
350S162-33 33 16 22' 8" 18' 0" 15' 9" 13' 7" 12' 3" 10' 4" 11' 9" 11' 2" 9' 5" 9' 11" 9' 11" 8' 9" 8' 3" 8' 3" 8' 2" 6' 2" 6' 2" 6' 2"
24 19' 3" 15' 9" 13' 9" 11' 0" 10' 9" 9' 0" 8' 3" 8' 3" 8' 2" 6' 7" 6' 7" 6' 7" 5' 6" 5' 6" 5' 6" 4' 1" 4' 1" 4' 1"
12 25' 10" 20' 6" 17' 11" 15' 11" 13' 11" 11' 9" 14' 6" 12' 8" 10' 8" 13' 6" 11' 9" 9' 11" 12' 6" 11' 1" 9' 4" 10' 10" 10' 1" 8' 6"
350S137-43 33 16 23' 5" 18' 7" 16' 3" 14' 6" 12' 8" 10' 8" 13' 2" 11' 6" 9' 9" 11' 10" 10' 8" 9' 0" 10' 10" 10' 1" 8' 6" 9' 5" 9' 2" 7' 9"
24 20' 6" 16' 3" 14' 2" 12' 6" 11' 1" 9' 4" 10' 10" 10' 1" 8' 6" 9' 8" 9' 4" 7' 11" 8' 10" 8' 10" 7' 5" 7' 8" e 7' 8" e 6' 9"
12 27' 2" 21' 7" 18' 10" 16' 10" 14' 9" 12' 5" 15' 4" 13' 4" 11' 3" 14' 2" 12' 5" 10' 5" 13' 4" 11' 8" 9' 10" 11' 7" 10' 7" 8' 11"
350S162-43 33 16 24' 9" 19' 7" 17' 1" 15' 4" 13' 4" 11' 3" 13' 11" 12' 2" 10' 3" 12' 8" 11' 3" 9' 6" 11' 7" 10' 7" 8' 11" 10' 0" 9' 7" 8' 1"
24 21' 7" 17' 1" 14' 11" 13' 4" 11' 8" 9' 10" 11' 7" 10' 7" 8' 11" 10' 4" 9' 10" 8' 3" 9' 3" 9' 3" 7' 10" 6' 11" 6' 11" 6' 11"
12 27' 8" 21' 11" 19' 2" 17' 1" 15' 0" 12' 7" 15' 7" 13' 7" 11' 6" 14' 5" 12' 7" 10' 8" 13' 7" 11' 10" 10' 0" 12' 4" 10' 9" 9' 1"
350S137-54 50 16 25' 1" 19' 11" 17' 5" 15' 7" 13' 7" 11' 6" 14' 2" 12' 4" 10' 5" 13' 1" 11' 6" 9' 8" 12' 4" 10' 9" 9' 1" 11' 2" 9' 9" 8' 3"
24 21' 11" 17' 5" 15' 2" 13' 7" 11' 10" 10' 0" 12' 4" 10' 9" 9' 1" 11' 6" 10' 0" 8' 5" 10' 9" 9' 5" 7' 11" 9' 9" 8' 6" 7' 2"
12 29' 2" 23' 2" 20' 3" 18' 1" 15' 9" 13' 4" 16' 5" 14' 4" 12' 1" 15' 3" 13' 4" 11' 2" 14' 4" 12' 6" 10' 7" 13' 0" 11' 4" 9' 7"
350S162-54 50 16 26' 6" 21' 0" 18' 4" 16' 5" 14' 4" 12' 1" 14' 11" 13' 0" 11' 0" 13' 10" 12' 1" 10' 2" 13' 0" 11' 4" 9' 7" 11' 10" 10' 4" 8' 8"
24 23' 2" 18' 4" 16' 0" 14' 4" 12' 6" 10' 7" 13' 0" 11' 4" 9' 7" 12' 1" 10' 7" 8' 11" 11' 4" 9' 11" 8' 4" 10' 4" 9' 0" 7' 7"
12 29' 7" 23' 5" 20' 6" 18' 4" 16' 0" 13' 6" 16' 8" 14' 6" 12' 3" 15' 5" 13' 6" 11' 5" 14' 6" 12' 8" 10' 9" 13' 3" 11' 6" 9' 9"
350S137-68 50 16 26' 10" 21' 4" 18' 7" 16' 8" 14' 6" 12' 3" 15' 1" 13' 3" 11' 2" 14' 0" 12' 3" 10' 4" 13' 3" 11' 6" 9' 9" 12' 0" 10' 6" 8' 10"
24 23' 5" 18' 7" 16' 3" 14' 6" 12' 8" 10' 9" 13' 3" 11' 6" 9' 9" 12' 3" 10' 9" 9' 0" 11' 6" 10' 1" 8' 6" 10' 6" 9' 2" 7' 9"
12 31' 3" 24' 9" 21' 8" 19' 4" 16' 11" 14' 3" 17' 7" 15' 4" 12' 11" 16' 4" 14' 3" 12' 0" 15' 4" 13' 5" 11' 4" 13' 11" 12' 2" 10' 3"
350S162-68 50 16 28' 5" 22' 6" 19' 8" 17' 7" 15' 4" 12' 11" 16' 0" 13' 11" 11' 9" 14' 10" 12' 11" 10' 11" 13' 11" 12' 2" 10' 3" 12' 8" 11' 1" 9' 4"
24 24' 9" 19' 8" 17' 2" 15' 4" 13' 5" 11' 4" 13' 11" 12' 2" 10' 3" 12' 11" 11' 4" 9' 6" 12' 2" 10' 8" 8' 11" 11' 1" 9' 8" 8' 2"
12 32' 7" 25' 10" 22' 7" 20' 2" 17' 8" 14' 11" 18' 4" 16' 0" 13' 6" 17' 0" 14' 11" 12' 7" 16' 0" 14' 0" 11' 10" 14' 7" 12' 9" 10' 9"
350S137-97 50 16 29' 7" 23' 6" 20' 6" 18' 4" 16' 0" 13' 6" 16' 8" 14' 7" 12' 3" 15' 6" 13' 6" 11' 5" 14' 7" 12' 9" 10' 9" 13' 3" 11' 7" 9' 9"
24 25' 10" 20' 6" 17' 11" 16' 0" 14' 0" 11' 10" 14' 7" 12' 9" 10' 9" 13' 6" 11' 10" 10' 0" 12' 9" 11' 1" 9' 5" 11' 7" 10' 1" 8' 6"
12 34' 6" 27' 5" 23' 11" 21' 5" 18' 8" 15' 9" 19' 5" 17' 0" 14' 4" 18' 0" 15' 9" 13' 3" 17' 0" 14' 10" 12' 6" 15' 5" 13' 6" 11' 4"
350S162-97 50 16 31' 4" 24' 11" 21' 9" 19' 5" 17' 0" 14' 4" 17' 8" 15' 5" 13' 0" 16' 5" 14' 4" 12' 1" 15' 5" 13' 6" 11' 4" 14' 0" 12' 3" 10' 4"
24 27' 5" 21' 9" 19' 0" 17' 0" 14' 10" 12' 6" 15' 5" 13' 6" 11' 4" 14' 4" 12' 6" 10' 6" 13' 6" 11' 9" 9' 11" 12' 3" 10' 8" 9' 0"
Notes:
1. "e" Requires web stiffeners at end supports 4. Deflection Multiplier = 0.7 for 15 psf and greater
2. Strength Multiplier = 1.0 5. Studs considered unpunched for web crippling and shear
3. Deflection Multiplier = 1.0 for 5 psf 6. 1 Span
Notes:
1. "e" Requires web stiffeners at end supports 4. Deflection Multiplier = 0.7 for 15 psf and greater
2. Strength Multiplier = 1.0 5. Studs considered unpunched for web crippling and shear
3. Deflection Multiplier = 1.0 for 5 psf 6. 1 Span
8 16 0.87 6
1.30 6
1.85 6
2.48 6
3.91 6
1.11 6
1.62 6
2.25 6
2.94 6
4.45 6
24 0.73 6
1.16 6
1.74 6
2.36 6
3.76 6
0.96 6
1.47 6
2.13 6
2.81 6
4.30 6
12 0.80 6
1.18 6
1.66 6
2.21 6
3.39 6
1.02 6
1.47 6
2.01 6
2.61 6
3.88 6
9 16 0.72 5
1.10 6
1.60 6
2.14 6
3.30 6
0.92 6
1.37 6
1.94 6
2.53 6
3.80 6
24 0.57 3
0.94 4
1.47 5
2.00 6
3.14 6
0.75 4
1.20 5
1.80 6
2.39 6
3.63 6
12 0.67 5
1.00 6
1.44 6
1.90 6
2.87 6
0.84 6
1.24 6
1.73 6
2.25 6
3.32 6
10 16 0.58 4
0.91 5
1.36 6
1.82 6
2.78 6
0.74 4
1.14 5
1.65 6
2.17 6
3.23 6
24 0.42 2
0.74 3
1.23 4
1.68 5
2.60 6
0.57 3
0.96 3
1.51 4
2.01 5
3.05 6
12 0.43 3
0.69 3
1.05 4
1.39 5
2.06 6
0.56 3
0.86 5
1.27 5
1.66 6
2.43 6
12 16 0.34 2
0.59 2
0.97 3
1.31 4
1.96 5
0.46 2
0.76 4
1.18 4
1.57 5
2.33 6
24 0.18 1
0.43 1
0.82 2
1.15 2
1.78 3
0.28 1
0.58 2
1.03 2
1.40 3
2.14 4
12 0.26 1
0.46 2
0.76 3
1.01 3
1.50 4
0.35 2
0.59 2
0.93 3
1.22 4
1.79 5
14 16 0.17 1
0.37 1
0.68 2
0.93 2
1.40 3
0.26 1
0.49 2
0.84 2
1.13 3
1.69 4
24 0.02 0.21 1
0.54 1
0.78 1
1.23 2
0.09 1
0.32 1
0.69 1
0.97 2
1.51 2
12 0.15 1
0.30 1
0.55 2
0.74 2
1.11 3
0.21 1
0.40 1
0.68 2
0.91 2
1.34 4
16 16 0.06 0.22 1
0.47 1
0.66 1
1.02 2
0.12 1
0.31 1
0.59 1
0.82 2
1.25 2
8 16 1.74 6
2.48 6
3.90 6
5.01 6
7.41 6
2.10 6
3.09 6
4.87 6
6.23 6
8.93 6
24 1.58 6
2.32 6
3.76 6
4.87 6
7.27 6
1.94 6
2.92 6
4.71 6
6.07 6
8.77 6
12 1.67 6
2.38 6
3.65 6
4.67 6
6.88 6
2.03 6
2.95 6
4.55 6
5.78 6
8.27 6
9 16 1.57 6
2.28 6
3.56 6
4.58 6
6.79 6
1.92 6
2.84 6
4.44 6
5.68 6
8.16 6
24 1.39 6
2.09 6
3.39 6
4.41 6
6.62 6
1.72 6
2.64 6
4.24 6
5.49 6
7.96 6
12 1.51 6
2.18 6
3.29 6
4.23 6
6.22 6
1.85 6
2.71 6
4.09 6
5.22 6
7.46 6
10 16 1.40 6
2.07 6
3.19 6
4.12 6
6.12 6
1.73 6
2.58 6
3.97 6
5.10 6
7.34 6
24 1.19 6
1.84 6
2.99 6
3.92 6
5.92 6
1.49 6
2.34 6
3.74 6
4.88 6
7.10 6
12 1.18 6
1.75 6
2.56 6
3.31 6
4.86 6
1.47 6
2.19 6
3.16 6
4.07 6
5.83 6
12 16 1.04 5
1.61 6
2.44 6
3.18 6
4.73 6
1.32 6
2.03 6
3.02 6
3.93 6
5.68 6
24 0.79 3
1.34 4
2.21 6
2.94 6
4.50 6
1.03 6
1.73 6
2.75 6
3.67 6
5.39 6
12 0.86 4
1.33 6
1.95 6
2.54 6
3.75 6
1.09 5
1.68 6
2.41 6
3.13 6
4.50 6
14 16 0.71 3
1.17 4
1.82 5
2.40 6
3.61 6
0.92 4
1.51 5
2.25 6
2.98 6
4.34 6
24 0.46 2
0.89 3
1.58 3
2.16 4
3.36 6
0.63 2
1.20 3
1.98 4
2.71 5
4.04 6
12 0.59 3
0.96 4
1.48 5
1.95 6
2.90 6
0.76 3
1.23 4
1.83 6
2.42 6
3.50 6
16 16 0.45 2
0.80 3
1.35 3
1.81 4
2.77 6
0.60 2
1.06 3
1.68 4
2.27 5
3.33 6
24 0.21 1
0.54 2
1.12 2
1.57 3
2.52 4
0.32 1
0.76 2
1.41 3
1.93 3
3.03 5
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.42 6
2.07 6
3.26 6
4.30 6
6.06 6
1.80 6
2.57 6
4.08 6
5.31 6
7.83 6
9.73 6
24 1.29 6
1.93 6
3.13 6
4.17 6
5.95 6
1.65 6
2.42 6
3.94 6
5.17 6
7.70 6
9.59 6
12 1.38 6
2.01 6
3.11 6
4.07 6
6.05 6
1.74 6
2.48 6
3.86 6
4.99 6
7.32 6
9.05 6
9 16 1.30 6
1.92 6
3.02 6
3.99 6
5.97 6
1.64 6
2.38 6
3.77 6
4.90 6
7.23 6
8.96 6
24 1.13 6
1.74 6
2.87 6
3.82 6
5.81 6
1.46 6
2.19 6
3.60 6
4.72 6
7.06 6
8.78 6
12 1.26 6
1.85 6
2.85 6
3.73 6
5.67 6
1.58 6
2.29 6
3.53 6
4.55 6
6.67 6
8.22 6
10 16 1.16 6
1.75 6
2.75 6
3.63 6
5.57 6
1.47 6
2.17 6
3.42 6
4.44 6
6.57 6
8.11 6
24 0.96 6
1.54 6
2.57 6
3.44 6
5.38 6
1.26 6
1.95 6
3.22 6
4.23 6
6.37 6
7.90 6
12 0.99 6
1.51 6
2.27 6
2.97 6
4.48 6
1.25 6
1.87 6
2.79 6
3.60 6
5.29 6
6.48 6
12 16 0.86 5
1.37 6
2.15 6
2.85 6
4.36 6
1.11 6
1.72 6
2.66 6
3.47 6
5.16 6
6.34 6
24 0.63 3
1.12 4
1.93 5
2.62 6
4.13 6
0.86 4
1.44 5
2.42 6
3.22 6
4.92 6
6.08 6
12 0.72 4
1.15 5
1.75 6
2.30 6
3.45 6
0.93 5
1.44 6
2.14 6
2.78 6
4.10 6
4.98 6
14 16 0.59 3
1.00 4
1.62 5
2.16 6
3.32 6
0.78 3
1.28 5
2.00 6
2.64 6
3.95 6
4.83 6
24 0.34 2
0.73 2
1.39 3
1.92 4
3.07 6
0.52 2
0.99 3
1.75 4
2.38 5
3.69 6
4.55 6
12 0.50 3
0.83 3
1.33 4
1.76 5
2.66 6
0.65 3
1.06 4
1.63 5
2.14 6
3.18 6
3.86 6
16 16 0.36 2
0.68 2
1.20 3
1.63 4
2.53 6
0.51 2
0.90 3
1.49 4
2.00 6
3.04 6
3.71 6
24 0.12 1
0.42 2
0.97 2
1.39 2
2.28 6
0.25 1
0.62 2
1.25 2
1.74 4
2.78 4
3.44 6
8 16 2.17 6
3.20 6
5.10 6
6.60 6
9.50 6
11.62 6
3.62 6
5.73 6
7.67 6
10.98 6
13.36 6
24 2.01 6
3.03 6
4.94 6
6.45 6
9.36 6
11.47 6
3.45 6
5.56 6
7.50 6
10.83 6
13.22 6
12 2.10 6
3.07 6
4.79 6
6.17 6
8.84 6
10.79 6
3.52 6
5.46 6
7.17 6
10.24 6
12.43 6
9 16 2.00 6
2.96 6
4.69 6
6.07 6
8.75 6
10.70 6
3.40 6
5.35 6
7.06 6
10.14 6
12.34 6
24 1.80 6
2.76 6
4.49 6
5.88 6
8.58 6
10.51 6
3.18 6
5.14 6
6.85 6
9.96 6
12.16 6
12 1.93 6
2.84 6
4.37 6
5.61 6
8.06 6
9.82 6
3.29 6
5.08 6
6.54 6
9.36 6
11.37 6
10 16 1.81 6
2.71 6
4.25 6
5.49 6
7.95 6
9.71 6
3.15 6
4.95 6
6.40 6
9.25 6
11.25 6
24 1.57 6
2.47 6
4.01 6
5.27 6
7.74 6
9.49 6
2.89 6
4.69 6
6.15 6
9.03 6
11.03 6
12 1.56 6
2.32 6
3.45 6
4.44 6
6.42 6
7.80 6
2.74 6
4.06 6
5.21 6
7.53 6
9.13 6
12 16 1.40 6
2.16 6
3.30 6
4.30 6
6.28 6
7.65 6
2.55 6
3.90 6
5.05 6
7.38 6
8.99 6
24 1.12 4
1.86 6
3.03 6
4.03 6
6.02 6
7.38 6
2.22 6
3.59 6
4.74 6
7.11 6
8.70 6
12 1.18 6
1.81 6
2.64 6
3.43 6
5.00 6
6.05 6
2.15 6
3.12 6
4.05 6
5.91 6
7.17 6
14 16 1.01 4
1.63 5
2.48 6
3.27 6
4.84 6
5.89 6
1.95 6
2.94 6
3.87 6
5.75 6
7.00 6
24 0.70 3
1.31 3
2.19 4
2.99 6
4.56 6
5.60 6
1.59 4
2.62 5
3.54 6
5.45 6
6.69 6
12 0.84 4
1.36 5
2.01 6
2.66 6
3.91 6
4.74 6
1.63 6
2.40 6
3.15 6
4.67 6
5.67 6
16 16 0.67 3
1.18 4
1.86 4
2.50 6
3.76 6
4.57 6
1.42 4
2.22 5
2.97 6
4.50 6
5.49 6
24 0.38 2
0.86 2
1.58 3
2.21 4
3.47 5
4.28 6
1.06 3
1.90 3
2.64 4
4.19 6
5.17 6
8 16 5.78 6
8.08 6
12.08 6
15.07 6
7.74 6
11.00 6
16.02 6
19.38 6
24 5.63 6
7.91 6
11.92 6
14.93 6
7.56 6
10.81 6
15.83 6
19.21 6
12 5.53 6
7.65 6
11.48 6
14.05 6
7.36 6
10.36 6
14.89 6
17.99 6
9 16 5.43 6
7.55 6
11.37 6
13.96 6
7.25 6
10.23 6
14.77 6
17.88 6
24 5.23 6
7.33 6
11.17 6
13.77 6
7.02 6
9.98 6
14.52 6
17.67 6
12 5.16 6
7.06 6
10.59 6
12.88 6
6.85 6
9.55 6
13.60 6
16.44 6
10 16 5.03 6
6.93 6
10.46 6
12.77 6
6.71 6
9.40 6
13.44 6
16.31 6
24 4.79 6
6.67 6
10.21 6
12.55 6
6.43 6
9.10 6
13.15 6
16.04 6
12 4.40 6
5.85 6
8.56 6
10.45 6
5.71 6
7.72 6
10.95 6
13.28 6
12 16 4.23 6
5.67 6
8.40 6
10.30 6
5.52 6
7.52 6
10.75 6
13.10 6
24 3.91 6
5.34 6
8.08 6
10.01 6
5.16 6
7.14 6
10.38 6
12.76 6
12 3.55 6
4.66 6
6.76 6
8.28 6
4.52 6
5.96 6
8.53 6
10.39 6
14 16 3.35 6
4.46 6
6.57 6
2.10 6
4.31 6
5.74 6
8.31 6
10.19 6
24 3.00 6
4.09 6
6.22 6
7.78 6
3.92 6
5.65 6
7.90 6
9.82 6
12 2.77 6
3.64 6
5.36 6
6.60 6
3.55 6
4.64 6
6.71 6
8.22 6
16 16 2.56 6
3.44 6
5.16 6
6.41 6
3.33 6
4.42 6
6.48 6
8.01 6
24 2.21 4
3.07 5
4.80 6
6.08 6
2.94 6
4.02 6
6.07 6
7.63 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.55 6
2.25 6
3.61 6
4.91 6
6.44 6
1.96 6
2.80 6
4.55 6
6.11 6
9.05 6
11.21 6
24 1.42 6
2.12 6
3.49 6
4.78 6
6.34 6
1.82 6
2.66 6
4.42 6
5.97 6
8.92 6
11.21 6
12 1.52 6
2.20 6
3.49 6
4.79 6
6.43 6
1.91 6
2.72 6
4.37 6
5.85 6
8.60 6
10.61 6
9 16 1.44 6
2.12 6
3.42 6
4.70 6
6.37 6
1.82 6
2.63 6
4.28 6
5.76 6
8.52 6
10.52 6
24 1.28 6
1.95 6
3.27 6
4.54 6
6.23 6
1.65 6
2.46 6
4.11 6
5.59 6
8.35 6
10.52 6
12 1.41 6
2.07 6
3.28 6
4.49 6
6.36 6
1.77 6
2.56 6
4.08 6
5.47 6
8.00 6
9.84 6
10 16 1.31 6
1.97 6
3.19 6
4.38 6
6.27 6
1.67 6
2.45 6
3.97 6
5.36 6
7.90 6
9.73 6
24 1.12 6
1.77 6
3.00 6
4.18 6
6.09 6
1.46 6
2.23 6
3.77 6
5.14 6
7.69 6
9.73 6
12 1.16 6
1.76 6
2.77 6
3.75 6
5.64 6
1.46 6
2.17 6
3.41 6
4.54 6
6.65 6
8.13 6
12 16 1.03 6
1.62 6
2.64 6
3.61 6
5.51 6
1.32 6
2.02 6
3.27 6
4.39 6
6.51 6
7.98 6
24 0.80 4
1.36 5
2.40 6
3.35 6
5.25 6
1.06 5
1.74 6
3.01 6
4.12 6
6.24 6
7.98 6
12 0.90 5
1.41 6
2.22 6
2.96 6
4.44 6
1.14 6
1.75 6
2.71 6
3.57 6
5.25 6
6.39 6
14 16 0.75 4
1.25 5
2.08 6
2.80 6
4.29 6
0.98 4
1.58 6
2.55 6
3.41 6
5.09 6
6.22 6
24 0.49 2
0.96 3
1.81 4
2.52 5
4.01 6
0.70 3
1.26 4
2.27 5
3.10 6
4.80 6
6.22 6
12 0.65 3
1.08 4
1.74 6
2.30 6
3.47 6
0.84 4
1.35 5
2.12 6
2.78 6
4.12 6
5.00 6
16 16 0.50 2
0.91 3
1.59 4
2.14 5
3.31 6
0.68 3
1.17 4
1.96 5
2.61 6
3.96 6
4.83 6
24 0.23 1
0.61 2
1.32 3
1.86 3
3.03 6
0.39 2
0.85 2
1.67 3
2.31 4
3.66 5
4.83 6
8 16 2.34 6
3.48 6
5.70 6
7.56 6
10.99 6
13.41 6
3.88 6
6.19 6
8.59 6
12.71 6
15.44 6
24 2.19 6
3.32 6
5.54 6
7.41 6
10.85 6
13.27 6
3.72 6
6.04 6
8.43 6
12.57 6
15.29 6
12 2.28 6
3.37 6
5.43 6
7.19 6
10.39 6
12.65 6
3.79 6
6.03 6
8.28 6
12.02 6
14.58 6
9 16 2.19 6
3.27 6
5.33 6
7.10 6
10.30 6
12.56 6
3.69 6
5.93 6
8.17 6
11.93 6
14.48 6
24 2.00 6
3.08 6
5.14 6
6.91 6
10.13 6
12.38 6
3.48 6
5.73 6
7.96 6
11.74 6
14.30 6
12 2.13 6
3.16 6
5.04 6
6.70 6
9.65 6
11.73 6
3.60 6
5.70 6
7.78 6
11.18 6
13.55 6
10 16 2.01 6
3.04 6
4.92 6
6.58 6
9.54 6
11.62 6
3.47 6
5.57 6
7.64 6
11.07 6
13.44 6
24 1.79 6
2.81 6
4.69 6
6.34 6
9.33 6
11.40 6
3.22 6
5.33 6
7.38 6
10.84 6
13.21 6
12 1.79 6
2.69 6
4.19 6
5.57 6
8.03 6
9.74 6
3.14 6
4.92 6
6.50 6
9.36 6
11.34 6
12 16 1.63 6
2.53 6
4.03 6
5.41 6
7.88 6
9.58 6
2.96 6
4.74 6
6.32 6
9.20 6
11.19 6
24 1.35 6
2.22 6
3.74 6
5.11 6
7.59 6
9.29 6
2.62 6
4.41 6
5.97 6
8.90 6
10.88 6
12 1.43 6
2.19 6
3.32 6
4.39 6
6.37 6
7.72 6
2.58 6
3.92 6
5.15 6
7.51 6
9.10 6
14 16 1.25 5
2.00 6
3.14 6
4.21 6
6.20 6
7.54 6
2.37 6
3.71 6
4.95 6
7.32 6
8.91 6
24 0.92 3
1.65 5
2.82 6
3.88 6
5.89 6
7.21 6
1.98 6
3.35 6
4.57 6
6.98 6
8.56 6
12 1.07 5
1.71 6
2.60 6
3.42 6
5.03 6
6.08 6
2.04 6
3.07 6
4.04 6
5.96 6
7.23 6
16 16 0.89 3
1.51 5
2.41 6
3.24 6
4.85 6
5.90 6
1.81 5
2.86 6
3.82 6
5.76 6
7.03 6
24 0.56 2
1.16 3
2.09 4
2.91 5
4.52 6
5.56 6
1.41 3
2.49 4
3.44 5
5.41 6
6.67 6
8 16 6.32 6
8.95 6
13.76 6
17.41 6
8.36 6
12.03 6
18.19 6
21.99 6
24 6.18 6
8.79 6
13.61 6
17.27 6
8.19 6
11.85 6
18.00 6
21.83 6
12 6.11 6
8.67 6
13.13 6
16.46 6
8.03 6
11.56 6
17.14 6
20.71 6
9 16 6.01 6
8.56 6
13.03 6
16.36 6
7.93 6
11.45 6
17.02 6
20.60 6
24 5.83 6
8.36 6
12.83 6
16.18 6
7.72 6
11.21 6
16.78 6
20.39 6
12 5.78 6
8.26 6
12.39 6
15.33 6
7.59 6
10.90 6
15.91 6
19.24 6
10 16 5.66 6
8.13 6
12.26 6
15.22 6
7.45 6
10.75 6
15.76 6
19.11 6
24 5.43 6
7.87 6
12.01 6
14.99 6
7.20 6
10.46 6
15.47 6
18.85 6
12 5.03 6
7.08 6
10.61 6
12.92 6
6.58 6
9.36 6
13.32 6
16.15 6
12 16 4.87 6
6.89 6
10.43 6
12.76 6
6.40 6
9.14 6
13.11 6
15.97 6
24 4.55 6
6.54 6
10.08 6
12.45 6
6.04 6
8.74 6
12.71 6
15.61 6
12 4.29 6
5.83 6
8.56 6
10.46 6
5.46 6
7.50 6
10.72 6
13.04 6
14 16 4.08 6
5.61 6
8.35 6
10.27 6
5.23 6
7.25 6
10.47 6
12.82 6
24 3.70 6
5.20 6
7.95 6
9.90 6
4.82 6
6.80 6
10.01 6
12.40 6
12 3.50 6
4.65 6
6.82 6
8.37 6
4.41 6
5.87 6
8.47 6
10.37 6
16 16 3.27 6
4.41 6
6.59 6
8.17 6
4.16 6
5.62 6
8.22 6
10.13 6
24 2.86 5
3.99 6
6.18 6
7.78 6
3.73 6
5.17 6
7.75 6
9.70 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 2.34 6
3.33 6
5.58 6
7.41 6
11.28 6
2.74 6
4.14 6
7.14 6
9.56 6
14.97 6
24 2.24 6
3.23 6
5.49 6
7.32 6
11.19 6
2.64 6
4.03 6
7.03 6
9.46 6
14.87 6
12 2.32 6
3.31 6
5.55 6
7.41 6
11.27 6
2.72 6
4.09 6
7.02 6
9.39 6
14.69 6
9 16 2.26 6
3.24 6
5.49 6
7.35 6
11.22 6
2.66 6
4.02 6
6.94 6
9.32 6
14.62 6
24 2.13 6
3.12 6
5.38 6
7.24 6
11.10 6
2.52 6
3.88 6
6.80 6
9.19 6
14.48 6
12 2.25 6
3.22 6
5.41 6
7.35 6
11.22 6
2.64 6
3.97 6
6.80 6
9.12 6
14.28 6
10 16 2.16 6
3.14 6
5.34 6
7.27 6
11.14 6
2.55 6
3.88 6
6.71 6
9.03 6
14.19 6
24 2.00 6
2.99 6
5.19 6
7.12 6
10.99 6
2.39 6
3.71 6
6.53 6
8.86 6
14.02 6
12 2.05 6
3.00 6
5.04 6
6.87 6
11.04 6
2.43 6
3.68 6
6.24 6
8.42 6
13.23 6
12 16 1.93 6
2.89 6
4.93 6
6.76 6
10.91 6
2.31 6
3.55 6
6.11 6
8.30 6
13.10 6
24 1.71 6
2.68 6
4.71 6
6.54 6
10.66 6
2.07 6
3.30 6
5.85 6
8.05 6
12.83 6
12 1.81 6
2.72 6
4.54 6
6.23 6
10.00 6
2.16 6
3.31 6
5.56 6
7.56 6
11.91 6
14 16 1.66 6
2.57 6
4.39 6
6.07 6
9.83 6
2.01 6
3.14 6
5.38 6
7.39 6
11.72 6
24 1.37 6
2.29 6
4.11 6
5.78 6
9.49 6
1.71 6
2.81 6
5.05 6
7.06 6
11.37 6
12 1.53 6
2.39 6
3.95 6
5.45 6
8.76 6
1.87 6
2.90 6
4.80 6
6.59 6
10.42 6
16 16 1.35 6
2.20 6
3.77 6
5.26 6
8.54 6
1.68 6
2.69 6
4.59 6
6.38 6
10.19 6
24 1.02 4
1.87 6
3.43 6
4.90 6
8.12 6
1.33 5
2.30 6
4.20 6
5.98 6
9.74 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.73 6
2.47 6
3.78 6
5.02 6
7.52 6
2.37 6
3.35 6
5.57 6
7.41 6
11.35 6
14.19 6
24 1.65 6
2.39 6
3.72 6
4.96 6
7.46 6
2.28 6
3.27 6
5.49 6
7.33 6
11.28 6
14.11 6
12 1.74 6
2.47 6
3.78 6
5.02 6
7.52 6
2.38 6
3.36 6
5.57 6
7.41 6
11.35 6
14.19 6
9 16 1.69 6
2.43 6
3.74 6
4.98 6
7.48 6
2.32 6
3.30 6
5.52 6
7.36 6
11.31 6
14.14 6
24 1.59 6
2.33 6
3.66 6
4.90 6
7.41 6
2.20 6
3.19 6
5.42 6
7.26 6
11.21 6
14.03 6
12 1.70 6
2.44 6
3.75 6
4.99 6
7.49 6
2.33 6
3.31 6
5.53 6
7.37 6
11.31 6
14.14 6
10 16 1.63 6
2.37 6
3.70 6
4.94 6
7.44 6
2.25 6
3.24 6
5.46 6
7.30 6
11.25 6
14.07 6
24 1.51 6
2.25 6
3.59 6
4.83 6
7.36 6
2.10 6
3.11 6
5.33 6
7.17 6
11.12 6
14.39 6
12 1.60 6
2.34 6
3.66 6
4.90 6
7.41 6
2.17 6
3.15 6
5.35 6
7.25 6
11.19 6
14.01 6
12 16 1.51 6
2.25 6
3.59 6
4.82 6
7.34 6
2.06 6
3.05 6
5.25 6
7.15 6
11.09 6
13.90 6
24 1.33 6
2.07 6
3.43 6
4.67 6
7.21 6
1.85 6
2.85 6
5.05 6
6.95 6
10.89 6
13.69 6
12 1.48 6
2.22 6
3.55 6
4.79 6
7.31 6
1.95 6
2.91 6
4.93 6
6.77 6
10.96 6
13.81 6
14 16 1.36 6
2.09 6
3.44 6
4.67 6
7.20 6
1.81 6
2.78 6
4.80 6
6.63 6
10.80 6
13.64 6
24 1.11 6
1.85 6
3.21 6
4.45 6
7.00 6
1.54 6
2.51 6
4.53 6
6.35 6
10.49 6
13.30 6
12 1.34 6
2.07 6
3.40 6
4.63 6
7.15 6
1.71 6
2.62 6
4.41 6
6.10 6
9.89 6
10.05 6
16 16 1.18 6
1.90 6
3.24 6
4.46 6
7.00 6
1.53 6
2.45 6
4.24 6
5.91 6
9.68 6
9.95 6
24 0.87 4
1.59 6
2.95 6
4.16 6
6.71 6
1.20 5
2.12 6
3.91 6
5.57 6
9.28 6
9.76 6
8 16 2.81 6
4.26 6
7.41 6
9.93 6
15.60 6
19.20 6
4.60 6
7.59 6
11.00 6
18.22 6
23.30 6
24 2.72 6
4.16 6
7.31 6
9.83 6
15.51 6
19.90 6
4.50 6
7.50 6
10.90 6
18.12 6
23.20 6
12 2.80 6
4.23 6
7.31 6
9.79 6
15.39 6
19.83 6
4.57 6
7.51 6
10.85 6
17.92 6
22.90 6
9 16 2.74 6
4.16 6
7.25 6
9.73 6
15.33 6
19.76 6
4.50 6
7.44 6
10.78 6
17.85 6
22.83 6
24 2.62 6
4.03 6
7.12 6
9.61 6
15.20 6
19.63 6
4.37 6
7.32 6
10.64 6
17.72 6
22.69 6
12 2.73 6
4.13 6
7.14 6
9.58 6
15.07 6
19.41 6
4.47 6
7.35 6
10.60 6
17.49 6
22.36 6
10 16 2.65 6
4.05 6
7.05 6
9.50 6
14.99 6
19.32 6
4.39 6
7.27 6
10.52 6
17.40 6
22.27 6
24 2.50 6
3.88 6
6.89 6
9.35 6
14.83 6
19.15 6
4.23 6
7.11 6
10.35 6
17.23 6
22.09 6
12 2.55 6
3.88 6
6.67 6
9.00 6
14.21 6
18.29 6
4.24 6
6.94 6
10.00 6
16.41 6
20.98 6
12 16 2.44 6
3.76 6
6.55 6
8.89 6
14.09 6
18.16 6
4.11 6
6.82 6
9.87 6
16.28 6
20.84 6
24 2.22 6
3.53 6
6.31 6
8.66 6
13.85 6
17.90 6
3.88 6
6.59 6
9.62 6
16.02 6
20.57 6
12 2.32 6
3.56 6
6.07 6
8.26 6
13.08 6
16.81 6
3.94 6
6.46 6
9.26 6
15.07 6
19.26 6
14 16 2.17 6
3.40 6
5.91 6
8.10 6
12.91 6
16.62 6
3.77 6
6.29 6
9.08 6
14.88 6
19.07 6
24 1.89 6
3.09 6
5.59 6
7.79 6
12.58 6
16.25 6
3.45 6
5.98 6
8.73 6
14.52 6
18.69 6
12 2.05 6
3.18 6
5.38 6
7.38 6
11.74 6
15.06 6
3.59 6
5.96 6
8.44 6
13.53 6
17.30 6
16 16 1.87 6
2.98 6
5.18 6
7.17 6
11.52 6
14.81 6
3.38 6
5.75 6
8.21 6
13.29 6
17.04 6
24 1.52 6
2.61 6
4.79 6
6.79 6
11.09 6
14.33 6
2.98 6
5.34 6
7.76 6
12.82 6
16.54 6
8 16 7.89 6
11.11 6
19.45 6
25.29 6
10.18 6
14.72 6
23.96 6
31.73 6
24 7.79 6
11.04 6
19.34 6
25.18 6
10.08 6
14.61 6
23.84 6
31.62 6
12 7.80 6
11.00 6
19.12 6
24.86 6
10.04 6
14.51 6
23.57 6
31.04 6
9 16 7.73 6
10.93 6
19.04 6
24.79 6
9.97 6
14.44 6
23.49 6
30.96 6
24 7.61 6
10.80 6
18.89 6
24.65 6
9.84 6
14.29 6
23.34 6
30.82 6
12 7.63 6
10.77 6
18.66 6
24.31 6
9.81 6
14.20 6
23.07 6
30.19 6
10 16 7.55 6
10.69 6
18.56 6
24.22 6
9.72 6
14.11 6
22.97 6
30.09 6
24 7.39 6
10.52 6
18.38 6
24.04 6
9.56 6
13.93 6
22.77 6
29.90 6
12 7.22 6
10.24 6
17.55 6
22.99 6
9.26 6
13.46 6
21.91 6
28.18 6
Notes:
12 16 7.10 6 10.12 6
17.41 6 22.85 6 9.14 6
13.32 6 21.76 6 28.04 6
1. Deflection exceeds L/120 3 . Deflection exceeds L/360 7. Deflection exceeds6 L/720 Lateral Load Multiplier - Strength6= 1
24 6.88 6 9.88 6
17.13 6 22.58 8.89 6
13.05 6 21.46 27.75 6
2 . Deflection exceeds L/240 6. Deflection exceeds L/600 Axial Load Multiplier = 1 Lateral Load Multiplier - Deflection = 1.0
12 6.71 6 9.62 6
16.23 6 21.48 6 8.60 6
12.56 6 20.42 6 25.85 6
14 16 6.56 6
9.45 6
16.02 6
21.28 6
8.43 6
12.36 6
20.20 6
25.64 6
24 6.25 6
9.11 6
15.63 6
20.88 6
8.10 6
11.99 6
19.77 6
25.23 6
12 6.13 6
8.89 6
14.77 6
19.47 6
7.86 6
11.52 6
18.35 6
23.27 6
16 16 5.93 6
8.66 6
14.50 6
19.20 6
7.64 6
11.27 6
18.06 6
22.99 6
24 5.54 6
8.22 6
13.99 6
18.67 6
7.22 6
10.77 6
17.50 6
22.45 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.68* 6
2.40 6
3.55 6
4.72 6
7.19 6
2.36* 6
3.32 6
5.40 6
7.22 6
11.23 6
14.28 6
24 1.63* 6
2.35 6
3.50 6
4.68 6
7.16 6
2.29* 6
3.26 6
5.35 6
7.16 6
11.17 6
14.23 6
12 1.69* 6
2.40 6
3.55 6
4.73 6
7.20 6
2.37* 6
3.33 6
5.41 6
7.22 6
11.23 6
14.28 6
9 16 1.65* 6
2.37 6
3.52 6
4.70 6
7.17 6
2.39* 6
3.29 6
5.37 6
7.19 6
11.20 6
14.25 6
24 1.58* 6
2.30 6
3.47 6
4.65 6
7.12 6
2.24* 6
3.21 6
5.30 6
7.12 6
11.13 6
14.19 6
12 1.66* 6
2.38 6
3.53 6
4.71 6
7.18 6
2.33* 6
3.30 6
5.38 6
7.19 6
11.20 6
14.26 6
10 16 1.62* 6
2.34 6
3.49 6
4.67 6
7.15 6
2.28* 6
3.25 6
5.33 6
7.15 6
11.16 6
14.22 6
24 1.53* 6
2.26 6
3.43 6
4.61 6
7.09 6
2.18* 6
3.15 6
5.24 6
7.06 6
11.07 6
14.14 6
12 1.60* 6
2.32 6
3.48 6
4.66 6
7.13 6
2.26* 6
3.22 6
5.31 6
7.13 6
11.14 6
14.20 6
12 16 1.54* 6
2.26 6
3.43 6
4.61 6
7.09 6
2.18* 6
3.15 6
5.24 6
7.06 6
11.07 6
14.14 6
24 1.41* 6
2.14 6
3.33 6
4.51 6
7.00 6
2.03* 6
3.00 6
5.11 6
6.93 6
10.94 6
14.03 6
12 1.53* 6
2.25 6
3.42 6
4.60 6
7.08 6
2.17* 6
3.13 6
5.22 6
7.04 6
11.05 6
14.12 6
14 16 1.44* 6
2.16 6
3.35 6
4.53 6
7.01 6
2.06* 6
3.03 6
5.13 6
6.94 6
10.95 6
14.03 6
24 1.27* 6
2.00 6
3.21 6
4.40 6
6.88 6
1.85* 6
2.83 6
4.94 6
6.76 6
10.76 6
13.87 6
12 1.44* 6
2.16 6
3.34 6
4.52 6
7.00 6
2.06* 6
3.02 6
5.11 6
6.93 6
10.93 6
14.01 6
16 16 1.32* 6
2.05 6
3.25 6
4.43 6
6.91 6
1.92* 6
2.89 6
4.98 6
6.80 6
10.80 6
13.89 6
24 1.10* 6
1.83 6
3.06 6
4.25 6
6.74 6
1.64* 6
2.62 6
4.72 6
6.54 6
10.53 6
13.66 6
8 16 2.93* 6
4.44 6
7.71 6
10.25 6
15.95 6
20.43 6
4.86 6
8.14 6
11.76 6
19.73 6
25.82 6
24 2.86* 6
4.36 6
7.64 6
10.19 6
15.88 6
20.37 6
4.78 6
8.06 6
11.69 6
19.66 6
25.75 6
12 2.94* 6
4.44 6
7.71 6
10.26 6
15.95 6
20.43 6
4.85 6
8.10 6
11.72 6
19.65 6
25.74 6
9 16 2.89* 6
4.39 6
7.67 6
10.21 6
15.91 6
20.39 6
4.80 6
8.06 6
11.68 6
19.60 6
25.69 6
24 2.80* 6
4.30 6
7.57 6
10.13 6
15.83 6
20.31 6
4.70 6
7.97 6
11.58 6
19.51 6
25.60 6
12 2.90* 6
4.41 6
7.68 6
10.22 6
15.92 6
20.40 6
4.79 6
8.02 6
11.63 6
19.51 6
25.50 6
10 16 2.85* 6
1.35 6
7.62 6
10.17 6
15.87 6
20.35 6
4.73 6
7.97 6
11.57 6
19.45 6
25.44 6
24 2.73* 6
4.23 6
7.50 6
10.06 6
15.76 6
20.25 6
4.61 6
7.85 6
11.45 6
19.33 6
25.32 6
12 2.82* 6
4.32 6
7.59 6
10.01 6
15.84 6
20.32 6
4.66 6
7.81 6
11.39 6
19.12 6
24.84 6
12 16 2.74* 6
4.23 6
7.50 6
10.06 6
15.76 6
20.24 6
4.57 6
7.73 6
11.29 6
19.03 6
24.75 6
24 2.57* 6
4.06 6
7.32 6
9.90 6
15.60 6
20.08 6
4.39 6
7.56 6
11.11 6
18.84 6
24.56 6
12 2.69* 6
4.16 6
7.36 6
9.96 6
15.72 6
20.20 6
4.48 6
7.52 6
10.99 6
18.47 6
23.89 6
14 16 2.58* 6
4.04 6
7.24 6
9.84 6
15.61 6
20.09 6
4.36 6
7.40 6
10.86 6
18.34 6
23.76 6
24 2.35* 6
3.80 6
6.99 6
9.61 6
15.38 6
19.86 6
4.12 6
7.17 6
10.60 6
18.08 6
23.49 6
12 2.52* 6
3.93 6
6.95 6
9.45 6
15.15 6
19.78 6
4.26 6
7.15 6
10.42 6
17.49 6
22.66 6
16 16 2.37* 6
3.77 6
6.78 6
9.30 6
15.00 6
19.62 6
4.10 6
6.99 6
10.25 6
17.32 6
22.48 6
24 2.09* 6
3.46 6
6.46 6
9.00 6
14.68 6
19.29 6
3.78 6
6.69 6
9.92 6
16.97 6
22.12 6
8 16 8.47 6
13.14 6
22.63 6
30.36 6
10.91 6
15.73 6
25.90 6
34.47 6
24 8.40 6
13.07 6
22.55 6
30.28 6
10.94 6
15.63 6
25.82 6
34.39 6
12 8.44 6
13.07 6
22.48 6
30.20 6
10.84 6
15.63 6
25.77 6
34.23 6
9 16 8.39 6
13.02 6
22.43 6
30.15 6
10.79 6
15.58 6
25.71 6
34.18 6
24 8.30 6
12.92 6
22.32 6
30.04 6
10.70 6
15.48 6
25.60 6
34.07 6
12 8.34 6
12.93 6
22.25 6
29.94 6
10.71 6
15.47 6
25.60 6
33.90 6
10 16 8.29 6
12.87 6
22.19 6
29.87 6
10.65 6
15.40 6
25.49 6
33.83 6
24 8.17 6
12.75 6
22.05 6
29.74 6
10.53 6
15.27 6
25.35 6
33.70 6
12 8.11 6
12.58 6
21.65 6
29.00 6
10.38 6
15.06 6
24.82 6
33.08 6
12 16 8.03 6
12.49 6
21.55 6
28.90 6
10.30 6
14.96 6
24.72 6
32.98 6
24 7.86 6
12.31 6
21.35 6
28.71 6
10.12 6
14.77 6
24.52 6
32.78 6
12 7.80 6
12.12 6
20.88 6
27.77 6
9.98 6
14.52 6
23.92 6
31.85 6
14 16 7.69 6
11.99 6
20.74 6
27.63 6
9.85 6
14.39 6
23.78 6
31.71 6
24 7.45 6
11.75 6
20.46 6
27.35 6
9.61 6
14.12 6
23.49 6
31.42 6
12 7.43 6
11.55 6
19.97 6
26.27 6
9.49 6
13.87 6
22.88 6
30.12 6
16 16 7.27 6
11.39 6
19.77 6
26.08 6
9.33 6
13.69 6
22.69 6
29.92 6
24 6.97 6
11.06 6
19.39 6
25.71 6
9.01 6
13.33 6
22.29 6
29.53 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 3.25* 6
5.18 6
6.93 6
10.84 6
13.70 6
4.41* 6
7.57 6
10.07 6
15.75 6
20.28 6
24 3.20* 6
5.14 6
6.89 6
10.80 6
13.58 6
4.35* 6
7.52 6
10.02 6
15.70 6
20.23 6
12 3.26* 6
5.19 6
6.93 6
10.84 6
13.71 6
4.41* 6
7.58 6
10.08 6
15.75 6
20.29 6
9 16 3.22* 6
5.16 6
6.91 6
10.82 6
13.63 6
4.38* 6
7.54 6
10.05 6
15.72 6
20.26 6
24 3.16* 6
5.10 6
6.86 6
10.77 6
13.49 6
4.30* 6
7.47 6
9.98 6
15.66 6
20.19 6
12 3.23* 6
5.16 6
6.92 6
10.82 6
13.65 6
4.38* 6
7.55 6
10.05 6
15.73 6
20.26 6
10 16 3.19* 6
5.13 6
6.88 6
10.79 6
13.56 6
4.3* 6
7.51 6
10.01 6
15.69 6
20.22 6
24 3.12* 6
5.06 6
6.82 6
10.73 6
13.38 6
4.25* 6
7.42 6
9.93 6
15.61 6
20.14 6
12 3.18* 6
5.12 6
6.87 6
10.78 6
13.52 6
4.32* 6
7.49 6
9.99 6
15.67 6
20.20 6
12 16 3.12* 6
5.07 6
6.82 6
10.73 6
13.38 6
4.26* 6
7.42 6
9.93 6
15.61 6
20.14 6
24 3.01* 6
4.97 6
6.72 6
10.64 6
13.11 6
4.13* 6
7.29 6
9.81 6
15.49 6
20.02 6
12 3.11* 6
5.06 6
6.81 6
10.72 6
13.35 6
4.25* 6
7.41 6
9.92 6
15.59 6
20.13 6
14 16 3.04* 6
4.99 6
6.74 6
10.66 6
13.16 6
4.15* 6
7.32 6
9.83 6
15.51 6
20.04 6
24 2.88* 6
4.85 6
6.61 6
10.53 6
12.78 6
3.97* 6
7.14 6
9.65 6
15.33 6
19.87 6
12 3.04* 6
4.98 6
6.74 6
10.65 6
13.15 6
4.15* 6
7.31 6
9.82 6
15.50 6
20.03 6
16 16 2.93* 6
4.89 6
6.65 6
10.57 6
12.89 6
4.03* 6
7.19 6
9.70 6
15.38 6
19.91 6
24 2.73* 6
4.71 6
6.47 6
10.39 6
12.38 6
3.79* 6
6.95 6
9.46 6
15.14 6
19.67 6
8 16 4.93* 6
8.24 6
11.88 6
19.88 6
25.91 6
10.01 6
13.56 6
23.50 6
31.46 6
24 4.87* 6
8.18 6
11.82 6
19.82 6
25.85 6
9.95 6
13.50 6
23.44 6
31.40 6
12 4.93* 6
8.24 6
11.89 6
19.88 6
25.91 6
9.99 6
13.53 6
23.43 6
31.40 6
9 16 4.89* 6
8.21 6
11.85 6
19.85 6
25.88 6
9.95 6
13.49 6
23.39 6
31.37 6
24 4.82* 6
8.13 6
11.78 6
19.77 6
25.81 6
9.87 6
13.42 6
23.31 6
31.28 6
12 4.91* 6
8.22 6
11.86 6
19.85 6
25.88 6
9.93 6
13.46 6
23.31 6
31.27 6
10 16 4.86* 6
8.17 6
11.81 6
19.81 6
25.84 6
9.88 6
13.41 6
23.26 6
31.23 6
24 4.76* 6
8.08 6
11.72 6
19.72 6
25.75 6
9.79 6
13.31 6
23.16 6
31.13 6
12 4.84* 6
8.15 6
11.79 6
19.79 6
25.82 6
9.78 6
13.26 6
22.98 6
30.92 6
12 16 4.76* 6
8.08 6
11.72 6
19.72 6
25.75 6
9.70 6
13.19 6
22.90 6
30.85 6
24 4.63* 6
7.95 6
11.58 6
19.58 6
25.62 6
9.56 6
13.05 6
22.75 6
30.70 6
12 4.73* 6
8.03 6
11.68 6
19.70 6
25.73 6
9.56 6
12.98 6
22.51 6
30.42 6
14 16 4.63* 6
7.93 6
11.58 6
19.60 6
25.63 6
9.47 6
12.88 6
22.40 6
30.35 6
24 4.45* 6
7.75 6
11.39 6
19.41 6
25.44 6
9.27 6
12.69 6
22.19 6
30.11 6
12 4.58* 6
7.80 6
11.42 6
19.37 6
25.38 6
9.28 6
12.61 6
21.88 6
29.51 6
16 16 4.46* 6
7.68 6
11.29 6
19.24 6
25.25 6
9.15 6
12.49 6
21.74 6
29.37 6
24 4.21* 6
7.44 6
11.03 6
18.97 6
24.99 6
8.90 6
12.23 6
21.46 6
29.09 6
8 16 11.26 6
16.20 6
26.67 6
35.82 6
24 11.20 6
16.13 6
26.60 6
35.75 6
12 11.22 6
16.15 6
26.60 6
35.69 6
9 16 11.19 6
16.11 6
26.55 6
35.65 6
24 11.11 6
16.03 6
26.47 6
35.57 6
12 11.15 6
16.06 6
26.48 6
35.50 6
10 16 11.10 6
16.00 6
26.42 6
35.45 6
24 11.00 6
15.90 6
26.32 6
35.35 6
12 10.94 6
15.81 6
26.16 6
34.99 6
12 16 10.87 6
15.73 6
26.08 6
34.91 6
24 10.73 6
15.58 6
25.93 6
34.76 6
12 10.68 6
15.47 6
25.73 6
34.31 6
14 16 10.58 6
15.37 6
25.62 6
34.21 6
24 10.39 6
15.17 6
25.40 6
34.00 6
12 10.34 6
15.06 6
25.02 6
33.50 6
16 16 10.22 6
14.92 6
24.87 6
33.35 6
24 9.97 6
14.65 6
24.58 6
33.06 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 4.93* 6
6.61 6
10.36 6
6.67* 6
9.64 6
15.44 6
24 4.90* 6
6.58 6
10.33 6
6.63* 6
9.60 6
15.40 6
12 4.94* 6
6.61 6
10.36 6
6.67* 6
9.64 6
15.45 6
9 16 4.92* 6
6.59 6
10.34 6
6.65* 6
9.62 6
15.42 6
24 4.87* 6
6.55 6
10.31 6
6.60* 6
6.56 6
15.37 6
12 4.92* 6
6.60 6
10.35 6
6.65* 6
9.62 6
15.43 6
10 16 4.89* 6
6.57 6
10.33 6
6.62* 6
9.59 6
15.39 6
24 4.84* 6
6.52 6
10.28 6
6.56* 6
9.53 6
15.33 6
12 4.89* 6
6.56 6
10.32 6
6.61* 6
9.58 6
15.38 6
12 16 4.85* 6
6.52 6
10.28 6
6.57* 6
9.53 6
15.33 6
24 4.77* 6
6.45 6
10.21 6
6.48* 6
9.43 6
15.24 6
12 4.84* 6
6.52 6
10.27 6
6.57* 6
9.52 6
15.33 6
14 16 4.79* 6
6.47 6
10.23 6
6.51* 6
9.45 6
15.26 6
24 4.68* 6
6.36 6
10.13 6
6.38* 6
9.32 6
15.01 6
12 4.79* 6
6.47 6
10.23 6
6.51* 6
9.45 6
15.26 6
16 16 4.71* 6
6.40 6
10.16 6
6.43* 6
9.36 6
15.17 6
24 4.57* 6
6.26 6
10.03 6
6.27* 6
9.18 6
14.99 6
8 16 7.67* 6
11.09 6
19.47 6
8.78* 6
12.20 6
23.56 6
24 7.63* 6
11.04 6
19.42 6
8.73* 6
12.15 6
23.51 6
12 7.68* 6
11.09 6
19.47 6
8.78* 6
12.21 6
23.57 6
9 16 7.65* 6
11.06 6
19.44 6
8.75* 6
12.18 6
23.54 6
24 7.60* 6
11.00 6
19.38 6
8.69* 6
12.12 6
23.47 6
12 7.70* 6
11.07 6
19.45 6
8.76* 6
12.18 6
23.54 6
10 16 7.63* 6
11.03 6
19.41 6
8.72* 6
12.15 6
23.50 6
24 7.60* 6
10.96 6
19.33 6
8.65* 6
12.07 6
23.42 6
12 7.62* 6
11.02 6
19.39 6
8.71* 6
12.13 6
23.49 6
12 16 7.57* 6
10.97 6
19.34 6
8.65* 6
12.08 6
23.42 6
24 7.47* 6
10.86 6
19.23 6
8.54* 6
11.97 6
23.30 6
12 7.56* 6
10.96 6
19.33 6
8.62* 6
12.07 6
23.39 6
14 16 7.50* 6
10.88 6
19.25 6
8.54* 6
11.99 6
23.30 6
24 7.37* 6
10.74 6
19.09 6
8.39* 6
11.94 6
23.13 6
12 7.50* 6
10.88 6
19.24 6
8.46* 6
11.99 6
23.00 6
16 16 7.42* 6
10.79 6
19.14 6
8.36* 6
11.88 6
22.88 6
24 7.25* 6
10.59 6
18.93 6
8.16* 6
11.68 6
22.66 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.37 2
0.79 3
1.43 4
2.03 4
3.35 6
0.56 3
1.06 3
1.80 4
2.47 5
3.90 6
24 0.06 1
0.47 2
1.17 2
1.74 3
2.99 4
0.22 2
0.71 2
1.51 3
2.16 3
3.54 5
12 0.36 2
0.73 3
1.30 3
1.81 4
2.91 6
0.53 2
0.97 3
1.61 4
2.19 5
3.40 6
9 16 0.18 1
0.54 2
1.14 2
1.64 3
2.70 4
0.33 2
0.77 2
1.44 3
2.01 4
3.19 5
24 0.00 0.21 1
0.85 1
1.33 2
2.32 3
0.00 0.41 1
1.13 2
1.68 2
2.81 3
12 0.20 0.53 2
1.04 2
1.48 3
2.36 4
0.34 2
0.72 2
1.31 3
1.80 3
2.81 5
10 16 0.02 0.34 1
0.88 2
1.30 2
2.15 3
0.14 1
0.52 1
1.13 2
1.61 2
2.59 3
24 0.00 0.00 0.00 0.15 0.52 0.00 0.00 0.05 0.29 0.74
12 0.00 0.00 0.18 0.35 0.66 1
0.00 0.00 0.27 0.48 0.86 1
16 16 0.00 0.00 0.04 0.20 0.49 0.00 0.00 0.12 0.32 0.68
24 0.00 0.00 0.00 0.00 0.21 0.00 0.00 0.00 0.04 0.37
8 16 1.16 6
1.89 6
3.36 6
4.46 6
6.88 6
1.17 6
2.45 6
4.25 6
5.64 6
8.43 6
24 0.78 6
1.49 6
2.99 6
4.08 6
6.51 6
0.68 5
2.00 6
3.82 6
5.22 6
8.03 6
12 1.13 6
1.82 6
3.14 6
4.16 6
6.38 6
1.44 6
2.35 6
3.97 6
5.23 6
7.79 6
9 16 0.90 6
1.57 6
2.91 6
3.92 6
6.14 6
1.17 5
2.07 6
3.70 6
4.97 6
7.54 6
24 0.46 4
1.11 5
2.48 6
3.48 6
5.70 6
0.68 3
1.56 4
3.20 6
4.48 6
7.07 6
12 0.90 6
1.53 6
2.71 6
3.63 6
5.64 6
1.17 5
2.00 6
3.25 6
4.58 6
6.91 6
10 16 0.64 4
1.25 6
2.45 6
3.37 6
5.37 6
0.87 3
1.69 5
3.13 6
4.29 6
6.62 6
24 0.17 3
0.74 4
1.99 5
2.88 6
4.87 6
0.34 2
1.13 3
2.59 4
3.75 5
6.09 6
12 0.47 4
0.98 4
1.90 5
2.62 6
4.17 6
0.67 3
1.34 3
2.41 4
3.33 5
5.17
12 16 0.18 3
0.67 5
1.62 5
2.33 5
3.88 6
0.34 2
1.00 2
2.09 3
3.01 4
4.85
24 0.00 3
0.13 2
1.13 4
1.81 3
3.34 4
0.00 1
0.40 1
1.53 2
2.44 2
4.27
12 0.13 2
0.53 2
1.27 2
1.83 4
3.03 6
0.26 0.80 2
1.64 3
2.36 3
3.81
14 16 0.00 2
0.22 2
1.00 2
1.54 3
2.73 4
0.00 0.45 1
1.33 2
2.05 2
3.48
24 0.00 0.00 0.53 1
1.04 2
2.21 3
0.00 0.00 1
0.79 1
1.49 1
2.91
12 0.00 0.20 1
0.82 2
1.26 3
2.20 4
0.00 0.39 1.08 2
1.66 2
2.81 3
8 16 0.91 6
1.53 6
2.77 6
3.80 6
5.61 6
1.23 6
1.99 6
3.55 6
4.76 6
7.31 6
3.17 6
24 0.56 5
1.16 6
2.43 6
3.44 6
5.30 6
0.85 6
1.59 6
3.17 6
4.38 6
6.93 6
8.78 6
12 0.90 6
1.49 6
2.64 6
3.59 6
5.58 6
1.21 6
1.93 6
3.35 6
4.47 6
6.82 6
8.52 6
9 16 0.68 6
1.26 6
2.43 6
3.37 6
5.37 6
0.97 6
1.68 6
3.12 6
4.23 6
6.58 6
8.26 6
24 0.28 4
0.83 5
2.03 6
2.94 6
4.95 6
0.53 4
1.21 6
2.68 6
3.77 6
6.13 6
7.78 6
12 0.70 5
1.25 6
2.31 6
3.16 6
5.10 6
0.97 6
1.64 6
2.94 6
3.94 6
6.08 6
7.59 6
10 16 0.46 4
0.99 5
2.07 6
2.91 6
4.84 6
0.71 5
1.36 6
2.67 6
3.66 6
5.81 6
7.30 6
24 0.02 2
0.51 3
1.62 4
2.44 5
4.35 6
0.23 3
0.84 4
2.18 5
3.15 6
5.30 6
6.75 6
12 0.33 3
0.78 4
1.63 5
2.30 6
3.80 6
0.53 3
1.08 5
2.10 6
2.88 6
4.58 6
5.72 6
12 16 0.06 2
0.48 3
1.36 4
2.02 5
3.51 6
0.24 2
0.76 3
1.81 4
2.58 5
4.27 6
5.38 6
12 0.03 2
0.38 2
1.08 3
1.60 4
2.74 3
0.18 2
0.61 3
1.42 3
2.03 4
3.35 6
4.19 5
14 16 0.00 0.08 2
0.82 2
1.31 3
2.45 2
0.00 0.29 2
1.14 2
1.73 3
3.03 6
3.85 3
12 0.00 0.09 1
0.68 2
1.07 2
1.97 2
0.00 0.26 2
0.93 2
1.41 3
2.44 4
3.08 3
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.55 6
2.56 6
4.49 6
6.01 6
8.95 6
11.05 6
2.95 6
5.08 6
7.01 6
10.41 6
12.79 6
24 1.13 6
2.13 6
4.06 6
5.58 6
8.55 6
10.64 6
2.48 6
4.62 6
6.53 6
9.99 6
12.37 6
12 1.51 6
2.47 6
4.21 6
5.60 6
8.32 6
10.24 6
2.87 6
4.84 6
6.54 6
9.69 6
11.89 6
9 16 1.25 6
2.19 6
3.94 6
5.34 6
8.07 6
9.98 6
2.57 6
4.55 6
6.24 6
9.43 6
11.62 6
24 0.77 5
1.68 6
3.44 6
4.84 6
7.59 6
9.49 6
2.01 5
4.00 6
5.68 6
8.92 6
11.11 6
12 1.25 6
2.13 6
3.69 6
4.95 6
7.44 6
9.17 6
2.51 6
4.33 6
5.79 6
8.71 6
10.71 6
10 16 0.95 6
1.82 6
3.38 6
4.65 6
7.15 6
8.87 6
2.17 6
3.99 6
5.45 6
8.40 6
10.39 6
24 0.42 4
1.25 5
2.83 6
4.09 6
6.60 6
8.29 6
1.54 4
3.37 5
4.82 6
7.82 6
9.80 6
12 0.74 4
1.46 6
2.65 6
3.66 6
5.66 6
7.00 6
1.77 4
3.17 6
4.32 6
6.72 6
8.31 6
12 16 0.41 3
1.11 4
2.32 5
3.32 6
5.32 6
6.65 6
1.37 3
2.79 4
3.93 5
6.35 6
7.93 6
24 0.00 0.49 3
1.73 3
2.72 4
4.72 6
6.01 6
0.67 2
2.12 3
3.25 3
5.69 5
7.25 6
12 0.32 2
0.90 3
1.82 4
2.61 5
4.19 6
5.20 6
1.12 3
2.20 3
3.11 4
5.03 6
6.27 6
14 16 0.00 0.54 2
1.49 3
2.28 4
3.85 5
4.84 4
0.71 2
1.82 2
2.72 3
4.66 4
5.88 5
12 0.01 1
0.46 2
1.22 3
1.85 3
3.10 5
3.89 4
0.61 2
1.49 2
2.22 3
3.77 4
4.75 5
16 16 0.00 0.12 1
0.91 2
1.53 2
2.77 3
3.54 3
0.22 1
1.14 1
1.85 2
3.41 3
4.37 3
8 16 6.15 6
8.40 6
12.59 6
15.46 6
7.05 6
10.24 6
15.26 6
18.71 6
24 5.68 6
7.89 6
12.11 6
15.01 6
6.55 6
9.70 6
14.72 6
18.23 6
12 5.86 6
7.97 6
11.71 6
14.36 6
6.69 6
9.62 6
14.16 6
17.35 6
9 16 5.56 6
7.64 6
11.40 6
14.08 6
6.38 6
9.28 6
13.82 6
17.04 6
24 4.98 6
7.03 6
10.81 6
13.53 6
5.78 6
8.62 6
13.15 6
16.44 6
12 5.28 6
7.13 6
10.52 6
12.96 6
6.04 6
8.67 6
12.72 6
15.67 6
10 16 4.92 6
6.75 6
10.16 6
12.62 6
5.67 6
8.26 6
12.31 6
15.30 6
24 4.26 6
6.05 6
9.48 6
11.98 6
4.99 6
7.51 6
11.54 6
14.60 6
12 4.01 6
5.36 6
8.13 6
10.13 6
4.69 6
6.62 6
9.85 6
12.29 6
12 16 3.59 6
4.93 6
7.71 6
9.72 6
4.24 5
6.15 6
9.37 6
11.84 6
24 2.85 6
4.17 4
6.94 6
8.98 6
3.46 3
5.31 5
8.48 6
11.01 6
12 0.85 4
3.89 5
6.09 6
7.68 6
3.41 4
4.82 6
7.36 6
9.31 6
14 16 0.74 3
3.46 4
5.65 5
7.26 6
2.96 3
4.35 4
6.86 6
8.84 6
24 0.55 2
2.70 2
4.88 3
6.49 4
2.18 2
3.53 3
5.98 4
8.00 5
12 0.60 2.80 3
4.57 5
5.86 5
2.44 3
3.51 4
5.52 5
7.11 6
16 16 0.50 2.39 2
4.15 3
5.44 4
2.00 2
3.06 3
5.04 4
6.65 5
24 0.30 1.68 1
3.40 2
4.70 2
1.26 1
2.29 2
4.20 2
5.83 3
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.06 6
1.74 6
3.14 6
4.41 6
6.05 6
1.42 6
2.25 6
4.04 6
5.57 6
8.54 6
10.67 6
24 0.72 6
1.38 6
2.81 6
4.06 6
5.77 6
1.05 6
1.86 6
3.67 6
5.18 6
8.17 6
10.28 6
12 1.05 6
1.71 6
3.05 6
4.30 6
6.04 6
1.40 6
2.20 6
3.87 6
5.33 6
8.11 6
10.09 6
9 16 0.84 6
1.49 6
2.83 6
4.07 6
5.84 6
1.17 6
1.95 6
3.64 6
5.08 6
7.87 6
9.35 6
24 0.44 5
1.06 6
2.43 6
3.63 6
5.47 6
0.73 5
1.49 6
3.20 6
4.61 6
7.41 6
9.20 6
12 0.86 6
1.49 6
2.74 6
3.89 6
5.83 6
1.17 6
1.93 6
3.48 6
4.83 6
7.40 6
9.20 6
10 16 0.62 5
1.22 6
2.49 6
3.62 6
5.59 6
0.90 6
1.64 6
3.21 6
4.54 6
7.12 6
8.90 6
24 0.17 3
0.74 4
2.03 6
3.11 6
5.12 6
0.41 4
1.12 5
2.70 6
3.99 6
6.58 6
8.33 6
12 0.48 4
1.01 5
2.08 6
2.99 6
4.90 6
0.72 5
1.37 6
2.65 6
3.73 6
5.87 6
7.30 6
12 16 0.19 3
0.70 4
1.78 5
2.67 6
4.57 6
0.41 3
1.03 4
2.33 5
3.38 6
5.52 6
6.93 6
24 0.00 0.14 2
1.25 3
2.09 4
3.98 3
0.00 0.43 3
1.75 3
2.76 4
4.88 6
6.26 6
12 0.15 2
0.58 3
1.46 4
2.15 5
3.64 4
0.33 3
0.86 4
1.89 4
2.70 6
4.40 6
5.49 6
14 16 0.00 0.25 2
1.15 3
1.82 3
3.30 3
0.01 2
0.50 3
1.56 3
2.35 4
4.04 6
5.10 5
12 0.00 0.23 2
0.97 2
1.49 3
2.66 3
0.03 2
0.44 2
1.30 3
1.92 4
3.26 5
4.09 4
8 16 1.76 6
2.88 6
5.10 6
6.97 6
10.45 6
12.85 6
3.25 6
5.59 6
7.95 6
12.15 6
14.87 6
24 1.35 6
2.46 6
4.68 6
6.55 6
10.06 6
12.45 6
2.81 6
5.16 6
7.49 6
11.73 6
14.46 6
12 1.73 6
2.80 6
4.86 6
6.63 6
9.87 6
12.11 6
3.19 6
5.44 6
7.65 6
11.47 6
14.03 6
9 16 1.47 6
2.53 6
4.59 6
6.36 6
9.62 6
11.86 6
2.90 6
5.16 6
7.35 6
11.21 6
13.76 6
24 0.99 6
2.03 6
4.09 6
5.84 6
9.14 6
11.35 6
2.36 6
4.62 6
6.78 6
10.70 6
13.25 6
12 1.47 6
2.48 6
4.36 6
6.01 6
9.01 6
11.08 6
2.86 6
4.98 6
7.01 6
10.51 6
12.88 6
10 16 1.18 6
2.17 6
4.05 6
5.69 6
8.71 6
10.76 6
2.52 6
4.64 6
6.65 6
10.19 6
12.56 6
24 0.64 5
1.59 6
3.47 6
5.09 6
8.14 6
10.17 6
1.90 5
4.02 6
5.98 6
9.59 6
11.94 6
12 0.96 5
1.81 6
3.33 6
4.69 6
7.19 6
8.87 6
2.17 6
3.95 6
5.50 6
8.47 6
10.44 6
12 16 0.61 4
1.44 5
2.96 6
4.31 6
6.82 6
8.48 6
1.75 4
3.54 5
5.07 6
8.07 6
10.03 6
24 0.00 0.78 3
2.31 4
3.62 5
6.14 6
7.76 6
1.01 3
2.80 3
4.29 4
7.33 6
9.27 6
12 0.50 3
1.21 3
2.39 5
3.44 6
5.45 6
6.76 6
1.48 3
2.87 4
4.07 5
6.51 6
8.07 6
14 16 0.14 2
0.81 3
2.01 4
3.05 5
5.06 6
6.35 6
1.03 2
2.44 3
3.62 4
6.08 6
7.63 6
24 0.00 0.13 2
1.36 2
2.36 3
4.37 4
5.61 4
0.26 1
1.69 2
2.83 2
5.31 4
6.83 4
12 0.14 2
0.71 3
1.67 3
2.48 4
4.09 6
5.11 5
0.90 2.01 3
2.95 3
4.93 5
6.18 6
16 16 0.00 0.32 2
1.30 2
2.10 3
3.71 4
4.70 4
0.46 1.60 2
2.52 2
4.51 4
5.73 4
8 16 6.79 6
9.40 6
14.58 6
17.85 6
7.72 6
11.33 6
17.46 6
21.35 6
24 6.34 6
8.92 6
14.10 6
17.41 6
7.26 6
10.82 6
16.93 6
20.89 6
12 6.54 6
9.05 6
13.75 6
16.82 6
7.42 6
10.87 6
16.43 6
20.09 6
9 16 6.25 6
8.73 6
13.44 6
16.53 6
7.12 6
10.54 6
16.09 6
19.79 6
24 5.69 6
8.13 6
12.85 6
15.99 6
6.55 6
9.90 6
15.43 6
19.20 6
12 6.00 6
8.36 6
12.59 6
15.46 6
6.83 6
10.04 6
15.04 6
18.48 6
10 16 5.65 6
7.98 6
12.22 6
15.12 6
6.47 6
9.64 6
14.63 6
18.11 6
24 5.00 6
7.26 6
11.52 6
14.46 6
5.80 6
8.88 6
13.84 6
17.40 6
12 4.85 6
6.74 6
10.16 6
12.61 6
5.55 6
8.18 6
12.15 6
15.10 6
12 16 4.40 6
6.26 6
9.69 6
12.16 6
5.10 6
7.67 6
11.63 6
14.62 6
24 3.61 4
5.40 5
8.84 6
11.34 6
4.28 4
6.74 6
10.67 6
13.73 6
12 3.63 5
5.04 6
7.83 6
9.83 6
4.27 6
6.20 6
9.39 6
11.83 6
14 16 3.17 4
4.54 5
7.32 6
9.34 6
3.77 4
5.66 5
8.83 6
11.30 6
24 2.35 2
3.67 3
6.43 4
8.47 5
2.91 3
4.71 3
7.82 5
10.34 6
12 2.60 3
3.69 4
5.94 6
7.56 6
3.16 4
4.57 5
7.12 6
6.00 6
16 16 2.15 2
3.21 3
5.44 4
7.08 5
2.67 3
4.05 3
6.57 5
8.58 6
24 1.37 1
2.38 2
4.58 3
6.22 3
1.82 2
3.15 2
5.60 3
7.65 4
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.93 6
2.95 6
5.22 6
7.06 6
10.93 6
2.33 6
3.70 6
6.70 6
9.15 6
14.56 6
24 1.64 6
2.68 6
4.96 6
6.80 6
10.67 6
2.02 6
3.38 6
6.38 6
8.85 6
14.25 6
12 1.94 6
2.94 6
5.20 6
7.07 6
10.93 6
2.32 6
3.67 6
6.59 6
8.99 6
14.28 6
9 16 1.75 6
2.77 6
5.03 6
6.90 6
10.76 6
2.13 6
3.46 6
6.38 6
8.79 6
14.08 6
24 1.38 6
2.42 6
4.69 6
6.56 6
10.42 6
1.75 6
3.06 6
5.97 6
8.40 6
13.68 6
12 1.77 6
2.77 6
4.97 6
6.90 6
10.77 6
2.15 6
3.45 6
6.26 6
8.61 6
13.76 6
10 16 1.54 6
2.56 6
4.76 6
6.69 6
10.55 6
1.91 6
3.20 6
6.01 6
8.37 6
13.51 6
24 1.10 6
2.14 6
4.35 6
6.26 6
10.11 6
1.46 6
2.71 6
5.51 6
7.89 6
13.01 6
12 1.39 6
2.36 6
4.40 6
6.22 6
10.30 6
1.74 6
2.94 6
5.48 6
7.69 6
12.45 6
12 16 1.08 6
2.07 6
4.10 6
5.91 6
9.96 6
1.42 6
2.59 6
5.12 6
7.34 6
12.08 6
24 0.52 5
1.51 6
3.54 6
5.32 6
9.29 6
0.83 4
1.94 5
4.45 6
6.68 6
11.37 6
12 0.97 6
1.90 6
3.71 6
5.36 6
9.00 6
1.29 5
2.36 6
4.58 6
6.59 6
10.85 6
14 16 0.61 4
1.53 6
3.34 6
4.97 6
8.55 6
0.91 4
1.94 5
4.14 6
6.15 6
10.37 6
24 0.00 0.86 4
2.66 5
4.24 6
7.72 6
0.21 2
1.17 3
3.35 4
5.35 5
9.48 6
12 0.58 4
1.42 5
2.98 6
4.42 6
7.55 6
0.85 3
1.78 4
3.67 5
5.44 6
9.13 6
16 16 0.18 3
1.00 4
2.57 5
3.97 6
7.03 6
0.43 2
1.31 3
3.19 4
4.94 5
8.58 6
24 0.00 0.28 2
1.83 3
3.18 4
6.10 5
0.00 0.48 2
2.33 2
4.06 3
7.58 4
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.42 6
2.17 6
3.53 6
4.77 6
7.30 6
2.00 6
3.02 6
5.25 6
7.10 6
11.06 6
13.88 6
24 1.19 6
1.95 6
3.34 6
4.58 6
7.14 6
1.73 6
2.77 6
5.02 6
6.87 6
10.83 6
13.65 6
12 1.44 6
2.18 6
3.54 6
4.78 6
7.31 6
2.02 6
3.03 6
5.26 6
7.11 6
11.06 6
13.88 6
9 16 1.29 6
2.04 6
3.41 6
4.66 6
7.21 6
1.85 6
2.87 6
5.11 6
6.96 6
10.91 6
13.73 6
24 1.01 6
1.76 6
3.17 6
4.42 6
7.00 6
1.51 6
2.56 6
4.81 6
6.67 6
10.62 6
13.43 6
12 1.33 6
2.07 6
3.44 6
4.68 6
7.22 6
1.89 6
2.91 6
5.14 6
6.98 6
10.93 6
13.74 6
10 16 1.15 6
1.90 6
3.28 6
4.53 6
7.09 6
1.67 6
2.71 6
4.94 6
6.79 6
10.74 6
13.55 6
24 0.80 6
1.55 6
2.98 6
4.23 6
6.83 6
1.26 6
2.32 6
4.57 6
6.42 6
10.37 6
13.16 6
12 1.07 6
1.81 6
3.20 6
4.44 6
7.00 6
1.54 6
2.56 6
4.76 6
6.66 6
10.59 6
13.37 6
12 16 0.82 6
1.56 6
2.97 6
4.21 6
6.80 6
1.25 6
2.28 6
4.48 6
6.37 6
10.29 6
13.06 6
24 0.35 5
1.08 6
2.54 6
3.78 6
6.41 6
0.70 6
1.75 6
3.94 6
5.82 6
9.73 6
12.46 6
12 0.78 6
1.50 6
2.89 6
4.12 6
6.70 6
1.15 6
2.13 6
4.15 6
5.95 6
10.05 6
12.82 6
14 16 0.46 5
1.17 6
2.59 6
3.81 6
6.42 6
0.79 6
1.78 6
3.78 6
5.58 6
9.63 6
12.36 6
24 0.00 0.57 4
2.02 5
3.22 6
5.87 6
0.14 4
1.12 5
3.11 6
4.87 6
8.83 6
11.50 6
12 0.46 4
1.16 6
2.53 6
3.73 6
6.31 6
0.75 5
1.67 6
3.45 6
5.08 6
8.73 6
11.47 6
16 16 0.09 3
0.76 4
2.15 5
3.33 6
5.92 6
0.35 4
1.26 5
3.03 6
4.63 6
8.21 6
10.88 6
24 0.00 0.05 3
1.47 3
2.61 4
5.21 6
0.00 0.51 3
2.28 3
3.82 5
7.28 6
9.82 6
8 16 2.43 6
3.86 6
7.01 6
9.55 6
15.23 6
19.60 6
4.19 6
7.21 6
10.58 6
17.81 6
22.88 6
24 2.15 6
3.56 6
6.71 6
9.27 6
14.95 6
19.31 6
3.89 6
6.92 6
10.27 6
17.50 6
22.57 6
12 2.43 6
3.84 6
6.92 6
9.43 6
15.02 6
19.43 6
4.17 6
7.13 6
10.44 6
17.51 6
22.49 6
9 16 2.26 6
3.65 6
6.73 6
9.25 6
14.84 6
19.24 6
3.98 6
6.95 6
10.24 6
17.31 6
22.29 6
24 1.90 6
3.27 6
6.35 6
8.89 6
14.48 6
18.85 6
3.60 6
6.58 6
9.84 6
16.91 6
21.88 6
12 2.28 6
3.65 6
6.65 6
9.12 6
14.60 6
18.90 6
3.98 6
6.88 6
10.09 6
16.97 6
21.83 6
10 16 2.06 6
3.41 6
6.41 6
8.89 6
14.37 6
18.66 6
3.74 6
6.65 6
9.84 6
16.72 6
21.57 6
24 1.63 6
2.96 6
5.94 6
8.45 6
13.91 6
18.17 6
3.28 6
6.20 6
9.35 6
16.22 6
21.06 6
12 1.91 6
3.19 6
5.96 6
8.33 6
13.52 6
17.52 6
3.53 6
6.25 6
9.24 6
15.63 6
20.18 6
12 16 1.60 6
2.86 6
5.63 6
8.00 6
13.16 6
17.15 6
3.19 6
5.93 6
8.88 6
15.26 6
19.79 6
24 1.03 6
2.24 6
4.98 6
7.37 6
12.50 6
16.42 6
2.55 6
5.29 6
8.18 6
14.53 6
19.03 6
12 1.49 6
2.65 6
5.14 6
7.34 6
12.10 6
15.72 6
3.00 6
5.53 6
8.23 6
13.99 6
18.13 6
14 16 1.11 6
2.24 6
4.71 6
6.92 6
11.64 6
15.22 6
2.57 6
5.10 6
7.75 6
13.49 6
17.61 6
24 0.42 4
1.48 6
3.92 6
6.12 6
10.77 6
14.26 6
1.76 6
4.30 6
6.85 6
12.53 6
16.60 6
12 1.05 6
2.09 6
4.25 6
6.25 6
10.49 6
13.67 6
2.43 6
4.78 6
7.14 6
12.16 6
15.84 6
16 16 0.62 4
1.62 6
3.76 6
5.75 6
9.94 6
13.05 6
1.92 4
4.26 6
6.56 6
11.55 6
15.19 6
24 0.00 0.76 4
2.88 5
4.84 6
8.92 6
11.92 6
1.00 3
3.32 4
5.51 5
10.43 6
13.98 6
8 16 8.69 6
11.80 6
20.30 6
26.94 6
9.78 6
14.28 6
23.49 6
31.27 6
24 8.38 6
11.49 6
19.96 6
26.61 6
9.47 6
13.95 6
23.13 6
30.93 6
12 8.59 6
11.64 6
20.00 6
26.40 6
9.64 6
14.08 6
23.31 6
30.59 6
9 16 8.39 6
11.45 6
19.78 6
26.19 6
9.45 6
13.87 6
22.88 6
30.37 6
24 8.00 6
11.06 6
19.34 6
25.76 6
9.06 6
13.45 6
22.43 6
29.93 6
12 8.29 6
11.28 6
19.46 6
25.58 6
9.31 6
13.66 6
22.48 6
29.62 6
10 16 8.04 6
11.04 6
19.18 6
25.31 6
9.07 6
13.39 6
22.19 6
29.34 6
24 7.56 6
10.55 6
18.63 6
24.77 6
8.60 6
12.87 6
21.62 6
28.78 6
12 7.58 6
10.47 6
18.17 6
23.61 6
8.54 6
12.65 6
21.01 6
27.32 6
12 16 7.23 6
10.11 6
17.75 6
23.21 6
8.19 6
12.26 6
20.58 6
26.90 6
24 6.55 6
9.41 6
16.94 6
22.42 6
7.52 6
11.50 6
19.73 6
26.07 6
12 6.73 6
9.55 6
16.40 6
21.26 6
7.63 6
11.44 6
19.14 6
24.63 6
14 16 6.27 6
9.07 6
15.83 6
20.70 6
7.17 6
10.92 6
18.54 6
24.05 6
24 5.40 6
8.14 6
14.75 6
19.64 6
6.31 6
9.93 6
17.40 6
22.94 6
12 5.80 6
8.46 6
14.27 6
18.65 6
6.63 6
10.08 6
16.71 6
21.68 6
16 16 5.24 6
7.86 6
13.57 6
17.96 6
6.07 6
9.44 6
15.98 6
20.95 6
24 4.23 4
6.75 5
12.30 6
16.68 6
5.06 5
8.25 4
14.62 6
19.60 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.46* 6
2.19 6
3.38 6
4.56 6
7.04 6
2.10* 6
3.07 6
5.18 6
7.00 6
11.01 6
14.28 6
24 1.30* 6
2.03 6
3.25 6
4.44 6
6.93 6
1.90* 6
2.89 6
5.01 6
6.83 6
10.85 6
14.23 6
12 1.48* 6
2.20 6
3.39 6
4.57 6
7.05 6
2.12* 6
3.09 6
5.19 6
7.01 6
11.02 6
14.28 6
9 16 1.37* 6
2.10 6
3.31 6
4.49 6
6.98 6
1.99* 6
2.97 6
5.08 6
6.90 6
10.92 6
14.25 6
24 1.17* 6
1.91 6
3.14 6
4.34 6
6.83 6
1.75* 6
2.73 6
4.87 6
6.69 6
10.71 6
14.19 6
12 1.40* 6
2.13 6
3.33 6
4.51 6
6.99 6
2.02* 6
3.00 6
5.11 6
6.93 6
10.94 6
14.26 6
10 16 1.27* 6
2.01 6
3.22 6
4.42 6
6.90 6
1.87* 6
2.85 6
4.97 6
6.80 6
10.81 6
14.22 6
24 1.02* 6
1.76 6
3.02 6
4.22 6
6.72 6
1.57* 6
2.56 6
4.70 6
6.53 6
10.55 6
14.22 6
12 1.22* 6
1.96 6
3.18 6
4.37 6
6.86 6
1.81* 6
2.79 6
4.91 6
6.73 6
10.74 6
14.14 6
12 16 1.04* 6
1.78 6
3.03 6
4.23 6
6.72 6
1.59* 6
2.57 6
4.71 6
6.53 6
10.55 6
14.14 6
24 0.68* 6
1.43 6
2.74 6
3.95 6
6.45 6
1.16* 6
2.15 6
4.31 6
6.14 6
10.16 6
14.03 6
12 1.01* 6
1.75 6
3.00 6
4.20 6
6.69 6
1.55* 6
2.53 6
4.65 6
6.48 6
10.48 6
14.12 6
14 16 0.77* 6
1.51 6
2.80 6
4.00 6
6.50 6
1.25* 6
2.24 6
4.38 6
6.20 6
10.20 6
14.03 6
24 0.29* 6
1.04 6
2.40 6
3.61 6
6.12 6
0.69* 6
1.68 6
3.84 6
5.66 6
9.65 6
13.87 6
12 0.77* 6
1.51 6
2.79 6
3.99 6
6.48 6
1.25* 6
2.23 6
4.35 6
6.16 6
10.14 6
14.01 6
16 16 0.46* 6
1.20 6
2.53 6
3.73 6
6.22 6
0.88* 6
1.86 6
3.98 6
5.80 6
9.77 6
13.89 6
24 0.00 0.61 6
2.02 6
3.22 6
5.73 6
0.19* 5
1.15 6
3.29 6
5.09 6
9.03 6
13.66 6
8 16 2.65* 6
4.14 6
7.42 6
9.99 6
15.70 6
20.43 6
4.55 6
7.85 6
11.46 6
19.44 6
25.82 6
24 2.44* 6
3.93 6
7.21 6
9.80 6
15.51 6
20.37 6
4.33 6
7.63 6
11.23 6
19.21 6
25.75 6
12 2.67* 6
4.16 6
7.44 6
10.00 6
15.71 6
20.43 6
4.56 6
7.83 6
11.43 6
19.36 6
25.74 6
9 16 2.53* 6
4.02 6
7.30 6
9.88 6
15.59 6
20.39 6
4.41 6
7.69 6
11.28 6
19.22 6
25.69 6
24 2.27* 6
3.74 6
7.02 6
9.63 6
15.35 6
20.31 6
4.13 6
7.42 6
10.99 6
18.93 6
25.60 6
12 2.57* 6
4.06 6
7.33 6
9.90 6
15.61 6
20.40 6
4.43 6
7.68 6
11.26 6
19.14 6
25.50 6
10 16 2.40* 6
3.88 6
7.15 6
9.75 6
15.46 6
20.35 6
4.25 6
7.51 6
11.08 6
18.96 6
25.44 6
24 2.07* 6
3.54 6
6.81 6
9.43 6
15.16 6
20.25 6
3.90 6
7.17 6
10.71 6
18.60 6
25.32 6
12 2.33* 6
3.80 6
7.06 6
9.66 6
15.37 6
20.32 6
4.13 6
7.30 6
10.84 6
18.57 6
24.84 6
12 16 2.09* 6
3.55 6
6.81 6
9.42 6
15.14 6
20.24 6
3.87 6
7.05 6
10.57 6
18.30 6
24.75 6
24 1.63* 6
3.05 6
6.30 6
8.95 6
14.68 6
20.08 6
3.37 6
6.56 6
10.03 6
17.76 6
24.56 6
12 2.03* 6
3.45 6
6.63 6
9.27 6
15.04 6
20.20 6
3.76 6
6.82 6
10.22 6
17.69 6
23.89 6
14 16 1.71* 6
3.11 6
6.28 6
8.94 6
14.71 6
20.09 6
3.42 6
6.48 6
9.85 6
17.31 6
23.76 6
24 1.10* 6
2.46 6
5.59 6
8.29 6
14.05 6
19.86 6
2.74 6
5.82 6
9.12 6
16.56 6
23.50 6
12 1.68* 6
3.02 6
6.00 6
8.55 6
14.22 6
19.78 6
3.33 6
6.24 6
9.42 6
16.46 6
22.66 6
16 16 1.28* 6
2.59 6
5.55 6
8.12 6
13.78 6
19.62 6
2.89 6
5.81 6
8.94 6
15.96 6
22.48 6
24 0.54* 6
1.79 6
4.71 6
7.30 6
12.92 6
19.29 6
2.06 6
4.98 6
8.03 6
15.00 6
22.12 6
8 16 9.73 6
13.14 6
22.63 6
30.36 6
10.91 6
15.73 6
25.90 6
34.47 6
24 9.66 6
13.07 6
22.55 6
30.28 6
10.94 6
15.65 6
25.82 6
34.39 6
12 9.68 6
13.07 6
22.48 6
30.20 6
10.84 6
15.63 6
25.77 6
34.23 6
9 16 9.64 6
13.02 6
22.43 6
30.15 6
10.79 6
15.58 6
25.71 6
34.18 6
24 9.54 6
12.92 6
22.32 6
30.04 6
10.69 6
15.48 6
25.60 6
34.07 6
12 9.58 6
12.93 6
22.25 6
29.94 6
10.71 6
15.47 6
25.56 6
33.90 6
10 16 9.52 6
12.87 6
22.19 6
29.87 6
10.65 6
15.40 6
25.49 6
33.83 6
24 9.40 6
12.75 6
22.05 6
29.74 6
10.53 6
15.27 6
25.35 6
33.70 6
12 9.31 6
12.58 6
21.65 6
29.00 6
10.38 6
15.06 6
24.82 6
33.08 6
12 16 9.22 6
12.49 6
21.55 6
28.90 6
10.30 6
14.96 6
24.72 6
32.98 6
24 9.04 6
12.31 6
21.35 6
28.71 6
10.12 6
14.77 6
24.52 6
37.78 6
12 8.96 6
12.12 6
20.88 6
27.77 6
9.98 6
14.52 6
23.92 6
31.85 6
14 16 8.83 6
11.99 6
20.74 6
27.63 6
9.85 6
14.39 6
23.77 6
31.71 6
24 8.58 6
11.75 6
20.46 6
27.35 6
9.61 6
14.12 6
23.49 6
31.42 6
12 8.53 6
11.55 6
19.97 6
26.27 6
9.49 6
13.87 6
22.88 6
30.12 6
16 16 8.36 6
11.39 6
19.77 6
26.08 6
9.33 6
13.69 6
22.69 6
29.92 6
24 8.03 6
11.06 6
19.39 6
25.71 6
9.01 6
13.33 6
22.29 6
29.53 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 3.06* 6
5.01 6
6.77 6
10.68 6
13.85 6
4.18* 6
7.35 6
9.86 6
15.55 6
20.28 6
24 2.91* 6
4.88 6
6.64 6
10.57 6
13.85 6
4.01* 6
7.19 6
9.71 6
15.39 6
20.23 6
12 3.07* 6
5.02 6
6.78 6
10.69 6
13.86 6
4.20* 6
7.37 6
9.88 6
15.56 6
20.29 6
9 16 2.98* 6
4.94 6
6.70 6
10.62 6
13.83 6
4.09* 6
7.26 6
9.78 6
15.46 6
20.26 6
24 2.79* 6
4.77 6
6.54 6
10.47 6
13.78 6
3.87* 6
7.05 6
9.57 6
15.27 6
20.20 6
12 3.00* 6
4.96 6
6.72 6
10.64 6
13.84 6
4.12* 6
7.29 6
9.80 6
15.48 6
20.26 6
10 16 2.88* 6
4.86 6
6.62 6
10.54 6
13.81 6
3.98* 6
7.16 6
9.68 6
15.36 6
20.22 6
24 2.66* 6
4.65 6
6.43 6
10.36 6
13.74 6
3.71* 6
6.90 6
9.42 6
15.12 6
20.14 6
12 2.84* 6
4.82 6
6.58 6
10.53 6
13.79 6
3.93* 6
7.10 6
9.62 6
15.31 6
20.20 6
12 16 2.68* 6
4.67 6
6.44 6
10.37 6
13.75 6
3.73* 6
6.91 6
9.43 6
15.12 6
20.14 6
24 2.34* 6
4.37 6
6.15 6
10.09 6
13.66 6
3.35* 6
6.53 6
9.06 6
14.76 6
20.02 6
12 2.65* 6
4.64 6
6.41 6
10.34 6
13.74 6
3.70* 6
6.87 6
9.39 6
15.08 6
20.13 6
14 16 2.42* 6
4.44 6
6.21 6
10.14 6
13.67 6
3.43* 6
6.60 6
9.13 6
14.82 6
20.04 6
24 1.98* 6
4.03 6
5.82 6
9.76 6
13.54 6
2.91* 6
6.08 6
8.62 6
14.32 6
19.87 6
12 2.42* 6
4.43 6
6.20 6
10.13 6
13.67 6
3.43* 6
6.59 6
9.11 6
14.80 6
20.03 6
16 16 2.13* 6
4.16 6
5.94 6
9.87 6
13.58 6
3.08* 6
6.23 6
8.77 6
14.45 6
19.91 6
24 1.55* 6
3.63 6
5.42 6
9.36 6
13.41 6
2.40* 6
5.54 6
8.09 6
13.77 6
19.67 6
8 16 4.69* 6
8.01 6
11.65 6
19.65 25.91 6
10.71 6
14.38 6
24.60 6
29.33 6
24 4.51* 6
7.84 6
11.47 6
19.48 25.85 6
10.56 6
14.32 6
24.53 6
29.27 6
12 4.70* 6
8.03 6
11.66 6
19.67 25.91 6
10.68 6
14.34 6
24.54 6
29.33 6
9 16 4.59* 6
7.92 6
11.55 6
19.56 25.88 6
10.64 6
14.31 6
24.49 6
29.29 6
24 4.36* 6
7.70 6
11.32 6
19.34 25.81 6
10.56 6
14.23 6
24.41 6
29.22 6
12 4.62* 6
7.95 6
11.58 6
19.58 25.89 6
10.61 6
14.26 6
24.42 6
29.19 6
10 16 4.48* 6
7.81 6
11.44 6
19.45 25.84 6
10.56 6
14.22 6
24.37 6
29.14 6
24 4.19* 6
7.54 6
11.16 6
19.18 25.75 6
10.47 6
14.12 6
24.26 6
29.04 6
12 4.42* 6
7.75 6
11.37 6
19.38 25.82 6
10.43 6
14.05 6
24.10 6
28.79 6
12 16 4.22* 6
7.56 6
11.16 6
19.18 25.75 6
10.36 6
13.98 6
24.02 6
28.72 6
24 3.81* 6
7.16 6
10.75 6
18.78 25.62 6
10.22 6
13.84 6
23.87 6
28.57 6
12 4.16* 6
7.48 6
11.09 6
19.12 25.73 6
10.18 6
13.75 6
23.66 6
28.20 6
14 16 3.88* 6
7.20 6
10.80 6
18.84 25.63 6
10.08 6
13.65 6
23.55 6
28.10 6
24 3.33* 6
6.67 6
10.23 6
18.27 25.44 6
9.09 6
13.46 6
23.33 6
27.87 6
12 3.84* 6
7.08 6
10.64 6
18.59 25.73 6
9.86 6
13.36 6
23.09 6
27.40 6
16 16 3.48* 6
6.72 6
10.25 6
18.20 25.63 6
9.73 6
13.23 6
22.94 6
27.26 6
24 2.77* 6
6.03 6
9.50 6
17.45 25.44 6
9.47 6
12.97 6
22.65 6
26.99 6
8 16 11.26 6
16.20 6
26.67 6
35.82 6
24 11.20 6
16.13 6
26.60 6
35.75 6
12 11.22 6
16.15 6
26.60 6
35.69 6
9 16 11.19 6
16.11 6
26.56 6
35.65 6
24 11.10 6
16.03 6
26.47 6
35.57 6
12 11.15 6
16.06 6
26.48 6
35.50 6
10 16 11.10 6
16.00 6
26.42 6
35.45 6
24 11.00 6
15.90 6
26.32 6
35.35 6
12 10.94 6
15.81 6
26.16 6
34.99 6
12 16 10.87 6
15.73 6
26.08 6
34.91 6
24 10.73 6
15.58 6
25.93 6
34.76 6
12 10.68 6
15.47 6
25.73 6
34.31 6
14 16 10.58 6
15.37 6
25.62 6
34.21 6
24 10.39 6
15.17 6
25.41 6
34.00 6
12 10.34 6
15.06 6
25.02 6
33.49 6
16 16 10.22 6
14.92 6
24.87 6
33.35 6
24 9.97 6
14.65 6
24.58 6
33.06 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 4.80* 6
6.48 6
10.24 6
6.51* 6
9.47 6
15.28 6
24 4.69* 6
6.38 6
10.15 6
6.39* 6
9.35 6
15.16 6
12 4.81* 6
6.49 6
10.25 6
6.52* 6
9.48 6
15.29 6
9 16 4.74* 6
6.42 6
10.19 6
6.45* 6
9.41 6
15.21 6
24 4.61* 6
6.30 6
10.07 6
6.30* 6
9.25 6
15.06 6
12 4.76* 6
6.44 6
10.20 6
6.47* 6
9.43 6
15.23 6
10 16 4.68* 6
6.36 6
10.13 6
6.38* 6
9.33 6
15.14 6
24 4.51* 6
6.21 6
9.99 6
6.19* 6
9.13 6
14.95 6
12 4.65* 6
6.33 6
10.10 6
6.35* 6
9.29 6
15.10 6
12 16 4.53* 6
6.22 6
10.00 6
6.21* 6
9.14 6
14.96 6
24 4.29* 6
6.00 6
9.79 6
5.95* 6
8.86 6
14.68 6
12 4.51* 6
6.20 6
9.98 6
6.20* 6
9.12 6
14.93 6
14 16 4.35* 6
6.05 6
9.83 6
6.02* 6
8.92 6
14.74 6
24 4.02* 6
5.74 6
9.54 6
5.66* 6
8.52 6
14.35 6
12 4.35* 6
6.05 6
9.83 6
6.04* 6
8.92 6
14.73 6
16 16 4.13* 6
5.84 6
9.64 6
5.80* 6
8.65 6
14.47 6
24 3.70* 6
5.43 6
9.25 6
5.33* 6
8.13 6
13.95 6
8 16 7.50 6
10.91 19.28 6
10.55* 6
14.45 6
24.69 6
24 7.38 6
10.77 19.13 6
10.50* 6
14.40 6
24.64 6
12 7.52 6
10.92 19.29 6
10.55* 6
14.46 6
24.70 6
9 16 7.44 6
10.83 19.20 6
10.52* 6
14.42 6
24.66 6
24 7.27 6
10.66 19.01 6
10.46* 6
14.36 6
24.60 6
12 7.46 6
10.85 19.22 6
10.53* 6
14.43 6
24.67 6
10 16 7.36 6
10.75 19.11 6
10.49* 6
14.39 6
24.63 6
24 7.16 6
10.53 18.88 6
10.41* 6
14.31 6
24.54 6
12 7.33 6
10.71 19.06 6
10.47* 6
14.38 6
24.61 6
12 16 7.19 6
10.55 18.89 6
10.41* 6
14.32 6
24.55 6
24 6.99 6
10.24 18.56 6
10.30* 6
14.20 6
24.43 6
12 7.17 6
10.52 18.86 6
10.40* 6
14.23 6
24.48 6
14 16 6.98 6
10.31 18.62 6
10.32* 6
14.15 6
24.39 6
24 6.59 6
9.88 18.16 6
10.16* 6
14.00 6
24.22 6
12 6.99 6
10.30 18.61 6
10.32* 6
13.98 6
21.11 6
16 16 6.74 6
10.02 18.30 6
10.21* 6
13.87 6
23.99 6
24 6.23 6
9.45 17.67 6
10.00* 6
13.66 6
23.76 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.16 2
0.57 2
1.25 3
1.84 3
3.11 4
0.32 2
0.83 2
1.60 3
2.26 4
3.66 5
24 0.00 0.19 1
0.92 2
1.48 2
2.66 3
0.00 1
0.40 3
1.24 2
1.87 2
3.21 3
12 0.18 1
0.54 2
1.14 2
1.64 3
2.70 4
0.33 2
0.77 2
1.44 3
2.01 4
3.19 5
9 16 0.00 0.32 1
0.94 2
1.43 2
2.44 3
0.09 1
0.52 1
1.23 2
1.78 3
2.93 4
12 0.02 1
0.34 1
0.88 2
1.30 2
2.15 3
0.14 1
0.52 4
1.13 2
1.61 2
2.59 3
10 16 0.00 0.11 1
0.68 1
1.09 1
1.90 2
0.00 1
0.27 1
0.91 1
1.38 2
2.32 2
24 0.00 0.00 0.00 0.22 0.70 0.00 0.00 0.09 0.39 0.99 1
14 16 0.00 0.00 0.03 0.24 0.62 0.00 0.00 0.14 0.38 0.84 1
24 0.00 0.00 0.00 0.00 0.25 0.00 0.00 0.00 0.03 0.44
12 0.00 0.00 0.04 0.20 0.49 0.00 0.00 0.12 0.32 0.68
16 16 0.00 0.00 0.00 0.03 0.30 0.00 0.00 0.00 0.13 0.46
24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10
8 16 0.90 6
1.62 6
3.11 6
4.21 6
6.63 6
1.19 5
2.15 6
3.96 6
5.36 6
8.16 6
24 0.43 4
1.11 5
2.64 6
3.72 6
6.15 6
0.66 4
1.59 4
3.42 6
4.83 6
7.66 6
12 0.90 6
1.57 6
2.91 6
3.92 6
6.14 6
1.17 5
2.07 6
3.70 6
4.97 6
7.54 6
9 16 0.60 4
1.26 6
2.62 6
3.62 6
5.84 6
0.84 4
1.72 5
3.36 6
4.64 6
7.23 6
24 0.07 3
0.69 4
2.08 5
3.06 6
5.28 6
0.25 2
1.09 3
2.75 4
4.03 5
6.63 6
12 0.64 4
1.25 6
2.45 6
3.37 6
5.37 6
0.87 3
1.69 5
3.13 6
4.29 6
6.62 6
10 16 0.32 3
0.91 4
2.14 5
3.03 6
5.03 6
0.51 2
1.31 3
2.76 4
3.92 5
6.26 6
24 0.00 0.29 3
1.56 3
2.43 4
4.41 6
0.00 0.63 2
2.10 3
3.26 3
5.60 5
12 0.18 2
0.67 3
1.62 4
2.33 5
3.88 6
0.34 2
0.99 2
2.09 3
3.01 4
4.85 5
12 16 0.00 0.30 2
1.29 3
1.97 4
3.51 5
0.00 0.59 2
1.71 2
2.62 3
4.46 4
12 0.00 0.22 2
1.00 2
1.54 3
2.73 4
0.00 0.45 1
1.33 2
2.05 2
3.48 3
8 16 0.67 6
1.28 6
2.54 6
3.56 6
5.40 6
0.98 6
1.72 6
3.30 6
4.50 6
7.06 6
8.91 6
24 0.24 4
0.81 5
2.11 6
3.10 6
4.99 6
0.50 5
1.21 6
2.82 6
4.01 6
6.57 6
8.39 6
12 0.68 6
1.26 6
2.43 6
3.37 6
5.37 6
0.97 6
1.68 6
3.12 6
4.23 6
6.58 6
8.26 6
9 16 0.41 4
0.97 5
2.16 6
3.08 6
5.09 6
0.67 5
1.36 6
2.82 6
3.92 6
6.28 6
7.84 6
24 0.00 0.44 3
1.66 4
2.55 5
4.56 5
0.13 3
0.78 4
2.27 5
3.34 6
5.71 6
7.33 6
12 0.46 4
0.99 5
2.07 6
2.91 6
4.84 6
0.71 5
1.36 6
2.67 6
3.66 6
5.81 6
7.30 6
10 16 0.16 3
0.66 4
1.77 5
2.59 6
4.51 6
0.38 3
1.01 4
2.34 6
3.32 6
5.46 6
6.93 6
24 0.00 0.09 2
1.22 3
2.01 4
3.91 4
0.00 0.38 3
1.74 4
2.69 5
4.82 6
6.24 5
12 0.06 2
0.48 3
1.36 4
2.02 4
3.51 4
0.24 2
0.76 3
1.81 4
2.58 5
4.27 6
5.38 6
12 16 0.00 0.13 2
1.04 3
1.67 3
3.15 3
0.00 0.38 2
1.45 3
2.20 4
3.88 5
4.98 4
12 0.00 0.08 2
0.82 2
1.31 3
2.45 2
0.00 0.29 2
1.14 2
1.73 3
3.03 4
3.85 3
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.27 6
2.27 6
4.20 6
5.72 6
8.68 6
10.77 6
2.63 6
4.77 6
6.69 6
10.13 6
12.51 6
24 0.74 5
1.71 6
3.65 6
5.18 6
8.17 6
10.24 6
2.03 6
4.19 6
6.08 6
9.59 6
11.96 6
12 1.25 6
2.19 6
3.94 6
5.34 6
8.07 6
9.98 6
2.57 6
4.55 6
6.24 6
9.43 6
11.62 6
9 16 0.92 6
1.85 6
3.60 6
5.00 6
7.75 6
9.65 6
2.19 6
4.18 6
5.86 6
9.09 6
11.28 6
24 0.32 4
1.21 5
2.97 6
4.37 6
7.14 6
9.01 6
1.49 4
3.49 6
5.15 6
8.44 6
10.62 6
12 0.95 6
1.82 6
3.38 6
4.65 6
7.15 6
8.87 6
2.17 6
3.99 6
5.45 6
8.40 6
10.39 6
10 16 0.59 4
1.43 5
3.00 6
4.27 6
6.78 6
8.48 6
1.74 4
3.57 6
5.02 6
8.01 6
9.99 6
24 0.00 0.74 3
2.32 4
3.58 5
6.10 6
7.76 6
0.97 3
2.81 3
4.24 4
7.28 6
9.24 6
12 0.41 3
1.11 4
2.32 5
3.32 6
5.32 6
6.65 6
1.37 3
2.79 4
3.93 5
6.35 6
7.93 6
12 16 0.01 2
0.69 3
1.92 4
2.91 5
4.91 6
6.21 5
0.89 2
2.33 3
3.47 4
5.91 5
7.47 6
12 0.00 0.54 2
1.49 3
2.28 4
3.85 5
4.84 4
0.71 2
1.82 2
2.72 3
4.66 4
5.88 5
14 16 0.00 0.12 2
1.10 2
1.88 3
3.44 4
4.41 3
0.23 1
1.38 2
2.26 2
4.20 3
5.41 4
12 0.00 0.12 1
0.91 2
1.53 2
2.77 3
3.54 3
0.22 1
1.14 1
1.85 2
3.41 3
4.37 3
8 16 4.87 6
8.06 6
12.27 6
14.22 6
6.72 6
9.88 6
14.90 6
18.39 6
24 4.31 6
7.41 6
11.64 6
13.67 6
6.08 6
9.18 6
14.19 6
17.57 6
12 4.66 6
7.64 6
11.40 6
13.23 6
6.38 6
9.28 6
13.82 6
17.04 6
9 16 4.30 6
7.23 6
11.01 6
12.89 6
5.98 6
8.84 6
13.37 6
16.64 6
24 3.63 5
6.45 6
10.25 6
12.22 6
5.22 6
8.00 6
12.51 6
15.87 6
12 4.12 6
6.75 6
10.16 6
11.90 6
5.67 6
8.26 6
13.31 6
15.30 6
10 16 3.71 6
6.28 6
9.70 6
11.50 6
5.21 6
7.75 6
11.79 6
14.83 6
24 2.96 4
5.41 5
8.85 6
10.73 6
4.36 4
6.81 6
10.82 6
13.93 6
12 3.08 4
4.93 6
7.71 6
9.22 6
4.24 5
6.15 6
9.37 6
11.84 6
12 16 2.59 3
4.41 4
7.19 6
8.73 6
3.71 4
5.58 5
8.77 6
11.26 6
24 1.74 2
3.48 3
6.24 4
7.85 5
2.77 2
4.56 3
7.69 6
10.26 6
12 2.11 3
3.46 4
5.65 5
6.93 5
2.96 3
4.35 4
6.86 6
8.84 6
14 16 1.62 2
2.94 3
5.12 4
6.43 4
2.43 2
3.79 3
6.26 4
8.27 5
24 0.76 1
2.05 2
4.19 2
5.54 3
1.51 1
2.81 1
5.20 3
7.26 3
12 1.34 2
2.39 2
4.15 3
5.22 4
2.00 2
3.06 3
5.04 4
6.65 5
16 16 0.87 1
1.90 2
3.63 2
4.72 3
1.49 1
2.53 2
4.47 3
6.10 3
24 0.07 1
1.07 1
2.75 1
3.86 2
0.62 1
1.62 1
3.47 2
5.12 2
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.83 6
1.50 6
2.92 6
4.18 6
5.86 6
1.17 6
1.99 6
3.79 6
5.31 6
8.30 6
10.41 6
24 0.40 5
1.04 6
2.50 6
3.72 6
5.49 6
0.70 6
1.50 6
3.32 6
4.81 6
7.82 6
9.90 6
12 0.84 6
1.49 6
2.83 6
4.07 6
5.84 6
1.17 6
1.95 6
3.64 6
5.08 6
7.87 6
9.84 6
9 16 0.57 5
1.20 6
2.56 6
3.77 6
5.60 6
0.87 6
1.64 6
3.34 6
4.76 6
7.56 6
9.51 6
24 0.07 5
0.67 4
2.06 6
3.21 6
5.12 6
0.33 4
1.07 5
2.78 6
4.16 6
6.98 6
8.89 6
12 0.62 3
1.22 6
2.49 6
3.62 6
5.59 6
0.90 6
1.64 6
3.21 6
4.54 6
7.12 6
8.90 6
10 16 0.31 5
0.89 5
2.18 6
3.28 6
5.27 6
0.57 4
1.29 6
2.87 6
4.17 6
6.75 6
8.52 6
24 0.00 4
0.30 3
1.61 4
2.65 5
4.68 5
0.00 0.64 4
2.24 5
3.48 6
6.08 6
7.80 6
12 0.19 3
0.70 4
1.78 5
2.67 6
4.57 6
0.41 3
1.03 4
2.33 5
3.38 6
5.52 6
6.93 6
12 16 0.00 0.32 3
1.42 3
2.27 4
4.17 4
0.04 2
0.62 3
1.94 4
2.96 5
5.09 6
6.47 6
12 0.00 0.25 2
1.15 3
1.82 3
3.30 3
0.01 0.50 3
1.56 2
2.35 4
4.04 6
5.10 5
8 16 1.48 6
2.60 6
4.82 6
6.69 6
10.19 6
12.58 6
2.95 6
5.30 6
7.64 6
11.87 6
14.60 6
24 0.97 6
2.06 6
4.28 6
6.14 6
9.68 6
12.06 6
2.38 6
4.74 6
7.04 6
11.33 6
14.06 6
12 1.47 6
2.53 6
4.59 6
6.36 6
9.62 6
11.86 6
2.90 6
5.16 6
7.35 6
11.21 6
13.76 6
9 16 1.15 6
2.19 6
4.25 6
6.01 6
9.30 6
11.52 6
2.54 6
4.80 6
6.97 6
10.87 6
13.42 6
24 0.55 5
1.56 6
3.61 6
5.35 6
8.67 6
10.87 6
1.85 5
4.12 6
6.24 6
10.20 6
12.75 6
12 1.18 6
2.17 6
4.05 6
5.69 6
8.71 6
10.76 6
2.52 6
4.64 6
6.65 6
10.19 6
12.56 6
10 16 0.81 5
1.78 6
3.66 6
5.29 6
8.33 6
10.36 6
2.10 5
4.22 6
6.19 6
9.78 6
12.14 6
24 0.15 3
1.07 4
2.94 6
4.54 6
7.61 6
9.61 6
1.33 3
3.44 6
5.35 6
9.01 6
11.36 6
12 0.61 4
1.44 5
2.96 5
4.31 6
6.82 6
8.48 6
1.75 4
3.54 5
5.07 6
8.07 6
10.03 6
12 16 0.20 3
0.99 4
2.52 3
3.84 6
6.36 6
7.99 6
1.25 3
3.03 3
4.54 6
7.57 6
9.52 6
24 0.00 0.20 2
1.73 4
3.00 4
5.52 5
7.11 4
0.36 2
2.14 4
3.59 4
6.66 5
8.58 5
12 0.14 2
0.81 3
2.01 3
3.05 5
5.06 6
6.35 6
1.03 2
2.44 3
3.62 5
6.08 6
7.63 6
14 16 0.00 0.35 2
1.57 2
2.58 4
4.59 5
5.84 4
0.51 2
1.93 2
3.08 4
5.55 5
7.09 5
12 0.00 0.32 2
1.30 2
2.10 3
3.71 4
4.70 4
0.46 1
1.60 2
2.52 3
4.51 4
5.73 4
8 16 6.89 6
9.82 6
14.75 6
18.14 6
7.41 6
10.99 6
17.10 6
21.04 6
24 6.30 6
9.16 6
14.12 6
17.56 6
6.81 6
10.33 6
16.41 6
20.43 6
12 6.60 6
9.38 6
13.88 6
17.06 6
7.12 6
10.54 6
16.09 6
19.79 6
9 16 6.22 6
8.95 6
13.48 6
16.69 6
6.74 6
10.11 6
15.65 6
19.39 6
24 5.51 6
8.15 6
12.70 6
15.97 6
6.01 6
9.30 6
14.79 6
18.63 6
12 5.95 6
8.43 6
12.61 6
15.58 6
6.47 6
9.64 6
14.63 6
18.11 6
10 16 5.50 6
7.94 6
12.13 6
15.13 6
6.02 6
9.12 6
14.10 6
17.63 6
24 4.69 6
7.02 6
11.22 6
14.28 6
5.17 6
8.17 6
13.10 6
16.72 6
12 4.60 6
6.51 6
9.98 6
12.51 6
5.10 6
7.67 6
11.63 6
14.62 6
12 16 4.07 4
5.92 6
9.39 6
11.95 6
4.54 5
7.04 6
10.98 6
14.02 6
24 3.12 3
4.87 4
8.32 5
10.91 6
3.54 3
5.91 4
9.79 6
12.91 6
12 3.34 4
4.73 5
7.53 6
9.59 6
3.77 4
5.66 5
8.83 6
11.30 6
14 16 2.79 3
4.13 3
6.92 5
8.99 6
3.18 3
5.01 4
8.17 6
10.65 6
24 1.83 2
3.10 2
5.83 3
7.92 4
2.15 2
3.88 2
6.93 4
9.48 4
12 2.29 2
3.35 3
5.59 4
7.26 5
2.67 3
4.05 3
6.57 5
8.58 6
16 16 1.76 2
2.79 2
4.99 3
6.67 4
2.09 2
3.44 2
5.90 4
7.94 4
24 0.86 1
1.81 1
3.96 2
5.63 2
1.09 1
2.38 1
4.75 2
6.82 3
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.74 6
2.77 6
5.05 6
6.89 6
10.76 6
2.12 6
3.48 6
6.49 6
8.95 6
14.35 6
24 1.35 6
2.41 6
4.70 6
6.55 6
10.41 6
1.73 6
3.06 6
6.06 6
8.55 6
13.95 6
12 1.75 6
2.77 6
5.03 6
6.90 6
10.76 6
2.13 6
3.70 6
6.38 6
8.79 6
14.08 6
9 16 1.50 6
2.54 6
4.80 6
6.67 6
10.53 6
1.88 6
3.48 6
6.11 6
8.53 6
13.81 6
24 1.03 6
2.09 6
4.36 6
6.23 6
10.08 6
1.38 6
3.06 6
5.57 6
8.02 6
13.29 6
12 1.54 6
2.56 6
4.76 6
6.69 6
10.55 6
1.91 6
3.20 6
6.01 6
8.37 6
13.51 6
10 16 1.24 6
2.28 6
4.48 6
6.40 6
10.26 6
1.60 6
2.87 6
5.67 6
8.05 6
13.17 6
24 0.69 6
1.74 6
3.95 6
5.85 6
9.69 6
1.02 5
2.24 6
5.03 6
7.42 6
12.53 6
12 1.08 6
2.07 6
4.10 6
5.91 6
9.96 6
1.42 6
2.59 6
5.12 6
7.34 6
12.08 6
12 16 0.70 5
1.69 6
3.72 6
5.51 6
9.51 6
1.02 4
2.15 6
4.67 6
6.89 6
11.60 6
24 0.00 0.99 5
3.01 6
4.76 6
8.67 6
0.28 3
1.34 4
3.83 5
6.05 6
10.70 6
12 0.61 4
1.53 6
3.34 6
4.97 6
8.55 6
0.91 4
1.94 5
4.14 4
6.15 6
10.37 6
14 16 0.17 3
1.08 4
2.88 5
4.48 6
7.99 6
0.44 3
1.42 3
3.61 3
5.61 5
9.77 6
24 0.00 0.26 3
2.05 3
3.59 4
6.96 6
0.00 0.48 2
2.63 2
4.61 3
8.66 6
12 0.18 2
1.00 4
2.57 5
3.97 6
7.03 6
0.43 2
1.31 3
3.19 4
4.94 5
8.58 6
16 16 0.00 0.51 3
2.07 3
3.44 4
6.40 6
0.00 0.74 2
2.60 3
4.34 4
7.90 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.27 6
2.02 6
3.40 6
4.65 6
7.20 6
1.82 6
2.85 6
5.10 6
6.95 6
10.91 6
13.72 6
24 0.97 6
1.73 6
3.15 6
4.40 6
6.99 6
1.47 6
2.53 6
4.79 6
6.65 6
10.61 6
13.42 6
12 1.29 6
2.04 6
3.41 6
4.66 6
7.21 6
1.85 6
2.87 6
5.11 6
6.96 6
10.91 6
13.73 6
9 16 1.10 6
1.85 6
3.25 6
4.50 6
7.07 6
1.62 6
2.66 6
4.91 6
6.76 6
10.72 6
13.53 6
24 0.73 6
1.48 6
2.93 6
4.18 6
6.80 6
1.18 6
2.25 6
4.51 6
6.38 6
10.34 6
13.13 6
12 1.15 6
1.90 6
3.28 6
4.53 6
7.09 6
1.67 6
2.71 6
4.94 6
6.79 6
10.74 6
13.55 6
10 16 0.92 6
1.67 6
3.08 6
4.33 6
6.92 6
1.40 6
2.45 6
4.69 6
6.55 6
10.50 6
13.29 6
24 0.47 6
1.22 6
2.69 6
3.94 6
6.58 6
0.86 6
1.94 6
4.20 6
6.06 6
10.01 6
12.78 6
12 0.82 6
1.56 6
2.97 6
4.21 6
6.80 6
1.25 6
2.28 6
4.48 6
6.37 6
10.29 6
13.06 6
12 16 0.50 6
1.24 6
2.68 6
3.92 6
6.54 6
0.88 6
1.92 6
4.11 6
6.00 6
9.91 6
12.66 6
24 0.00 0.63 5
2.13 6
3.36 6
6.03 6
0.19 4
1.24 6
3.43 6
5.29 6
9.18 6
11.88 6
12 0.46 5
1.17 6
2.59 6
3.81 6
6.42 6
0.79 6
1.78 6
3.78 6
5.58 6
9.63 6
12.36 6
14 16 0.07 3
0.76 5
2.21 6
3.42 6
6.05 6
0.35 4
1.33 5
3.33 6
5.10 6
9.09 6
11.78 6
24 0.00 0.01 3
1.50 4
2.68 5
5.35 6
0.00 0.52 3
2.49 4
4.21 6
8.09 6
10.69 6
12 0.09 3
0.76 4
2.15 5
3.33 6
5.92 6
0.35 4
1.26 5
3.03 6
4.63 6
8.21 6
10.88 6
16 16 0.00 0.28 3
1.69 4
2.84 5
5.44 6
0.00 0.75 3
2.52 4
4.08 6
7.58 6
10.16 6
8 16 2.25 6
3.66 6
6.81 6
9.36 6
15.04 6
19.41 6
3.99 6
7.01 6
10.37 6
17.60 6
22.67 6
24 1.88 6
3.27 6
6.42 6
9.00 6
14.67 6
19.02 6
3.59 6
6.63 6
9.96 6
17.19 6
22.26 6
12 2.26 6
3.65 6
6.73 6
9.25 6
14.84 6
19.24 6
3.98 6
6.95 6
10.24 6
17.31 6
22.29 6
9 16 2.02 6
3.40 6
6.48 6
9.01 6
14.60 6
18.98 6
3.72 6
6.70 6
9.97 6
17.04 6
22.01 6
24 1.56 6
2.91 6
5.98 6
8.54 6
14.12 6
18.47 6
3.22 6
6.22 6
9.45 6
16.51 6
21.48 6
12 2.06 6
3.41 6
6.41 6
8.89 6
14.37 6
18.66 6
3.74 6
6.65 6
9.84 6
16.72 6
21.57 6
10 16 1.77 6
3.11 6
6.10 6
8.59 6
14.06 6
18.33 6
3.43 6
6.34 6
9.51 6
16.38 6
21.23 6
24 1.22 6
2.51 6
5.49 6
8.01 6
13.47 6
17.69 6
2.82 6
5.75 6
8.86 6
15.72 6
20.55 6
12 1.60 6
2.86 6
5.63 6
8.00 6
13.16 6
17.15 6
3.19 6
5.93 6
8.88 6
15.26 6
19.79 6
12 16 1.22 6
2.44 6
5.19 6
7.58 6
12.72 6
16.67 6
2.76 6
5.50 6
8.41 6
14.77 6
19.28 6
24 0.50 5
1.66 6
4.37 6
6.77 6
11.86 6
15.73 6
1.94 6
4.69 6
7.51 6
13.82 6
18.30 6
12 1.11 6
2.24 6
4.71 6
6.92 6
11.64 6
15.22 6
2.57 6
5.10 6
7.75 6
13.49 6
17.61 6
14 16 0.64 5
1.73 6
4.18 6
6.38 6
11.06 6
14.57 6
2.02 6
4.56 6
7.15 6
12.84 6
16.93 6
24 0.00 0.79 4
3.19 5
5.39 6
9.97 6
13.37 6
1.03 4
3.56 5
6.02 6
11.64 6
15.66 6
12 0.62 4
1.62 6
3.76 6
5.75 6
9.94 6
13.05 6
1.92 6
4.26 6
6.56 6
11.55 6
15.19 6
16 16 0.10 3
1.04 4
3.16 5
5.13 6
9.25 6
12.28 6
1.29 4
3.62 5
5.84 6
10.79 6
14.37 6
24 0.00 0.01 3
2.09 3
4.03 4
8.01 5
10.90 5
0.17 3
2.47 3
4.56 4
9.40 5
12.90 6
8 16 9.04 6
12.35 6
21.36 6
27.34 6
9.57 6
14.06 6
23.25 6
31.04 6
24 8.62 6
11.93 6
20.89 6
26.90 6
9.17 6
13.62 6
22.79 6
30.59 6
12 8.93 6
12.18 6
20.94 6
26.78 6
9.45 6
13.87 6
22.88 6
30.37 6
9 16 8.66 6
11.91 6
20.63 6
26.50 6
9.19 6
13.59 6
22.58 6
30.08 6
24 8.13 6
11.38 6
20.03 6
25.94 6
8.68 6
13.03 6
21.98 6
29.49 6
12 8.55 6
11.74 6
20.17 6
25.88 6
9.07 6
13.39 6
22.19 6
29.34 6
10 16 8.22 6
11.41 6
19.79 6
25.52 6
8.75 6
13.41 6
21.81 6
28.97 6
24 7.57 6
10.75 6
19.04 6
24.81 6
8.13 6
12.35 6
21.06 6
28.23 6
12 7.66 6
10.77 6
18.35 6
23.71 6
8.19 6
12.26 6
20.58 6
26.90 6
12 16 7.19 6
10.28 6
17.79 6
23.18 6
7.74 6
11.75 6
20.01 6
26.35 6
24 6.29 6
9.35 6
16.73 6
22.15 6
6.87 6
10.78 6
18.91 6
25.27 6
12 6.62 6
9.72 6
16.21 6
21.14 6
7.17 6
10.92 6
18.54 6
24.05 6
14 16 6.03 6
9.06 6
15.48 6
20.43 6
6.59 6
10.25 6
17.77 6
23.30 6
24 4.92 5
7.85 6
14.12 6
19.09 6
5.50 5
9.00 6
16.33 6
21.89 6
12 5.51 6
8.36 6
13.91 6
18.34 6
6.07 6
9.44 6
15.98 6
20.95 6
16 16 4.81 5
7.58 6
13.04 6
17.47 6
5.38 5
8.63 6
15.05 6
20.03 6
24 3.57 3
6.18 4
11.47 6
15.89 6
4.13 3
7.18 4
13.38 6
18.36 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.35* 6
2.09 6
3.29 6
4.48 6
6.97 6
1.97* 6
2.95 6
5.06 6
6.89 6
10.91 6
14.00 6
24 1.14* 6
1.88 6
3.12 6
4.32 6
6.81 6
1.71* 6
2.70 6
4.84 6
6.67 6
10.69 6
13.81 6
12 1.37* 6
2.10 6
3.31 6
4.49 6
6.98 6
1.99* 6
2.97 6
5.08 6
6.90 6
10.92 6
14.01 6
9 16 1.24* 6
1.97 6
3.20 6
4.39 6
6.88 6
1.83* 6
2.81 6
4.94 6
6.76 6
10.78 6
13.89 6
24 0.96* 6
1.71 6
2.98 6
4.18 6
6.68 6
1.50* 6
2.50 6
4.65 6
6.48 6
10.51 6
13.65 6
12 1.27* 6
2.01 6
3.22 6
4.42 6
6.91 6
1.87* 6
2.85 6
4.97 6
6.80 6
10.81 6
13.92 6
10 16 1.10* 6
1.84 6
3.09 6
4.29 6
6.78 6
1.67* 6
2.65 6
4.79 6
6.62 6
10.64 6
13.76 6
24 0.77* 6
1.52 6
2.83 6
4.03 6
6.54 6
1.27* 6
2.27 6
4.43 6
6.27 6
10.29 6
13.46 6
12 1.04* 6
1.78 6
3.03 6
4.23 6
6.72 6
1.59* 6
2.57 6
4.71 6
6.53 6
10.55 6
13.68 6
12 16 0.78* 6
1.54 6
2.84 6
4.04 6
6.54 6
1.30* 6
2.29 6
4.44 6
6.27 6
10.29 6
13.45 6
24 0.33* 6
1.09 6
2.46 6
3.67 6
6.19 6
0.74* 6
1.74 6
3.93 6
5.76 6
9.77 6
12.99 6
12 0.77* 6
1.51 6
2.80 6
4.00 6
6.50 6
1.25* 6
2.24 6
4.38 6
6.20 6
10.20 6
13.37 6
14 16 0.45* 6
1.19 6
2.54 6
3.74 6
6.25 6
0.87* 6
1.86 6
4.02 6
5.84 6
9.84 6
13.04 6
24 0.00 0.59 6
2.02 6
3.24 6
5.76 6
0.15* 5
1.14 6
3.32 6
5.14 6
9.12 6
12.40 6
12 0.46* 6
1.20 6
2.53 6
3.73 6
6.22 6
0.88* 6
1.86 6
3.98 6
5.80 6
9.77 6
12.96 6
16 16 0.07* 5
0.80 6
2.18 6
3.39 6
5.89 6
0.41* 5
1.38 6
3.52 6
5.32 6
9.27 6
12.54 6
24 0.00 0.06 4
1.53 5
2.73 6
5.24 6
0.00 0.49 5
2.63 6
4.42 6
8.33 6
11.65 6
8 16 2.51* 6
4.00 6
7.28 6
9.86 6
15.57 6
20.06 6
4.40 6
7.70 6
11.31 6
19.29 6
25.37 6
24 2.23* 6
3.71 6
6.99 6
9.60 6
15.33 6
19.82 6
4.10 6
7.42 6
11.00 6
18.99 6
25.08 6
12 2.53* 6
4.02 6
7.30 6
9.88 6
15.59 6
20.08 6
4.41 6
7.69 6
11.28 6
19.22 6
25.31 6
9 16 2.36* 6
3.84 6
7.11 6
9.71 6
15.43 6
19.92 6
4.22 6
7.51 6
11.09 6
19.03 6
25.11 6
24 2.01* 6
3.47 6
6.75 6
9.38 6
15.11 6
19.60 6
3.84 6
7.14 6
10.70 6
18.65 6
24.73 6
12 2.40* 6
3.88 6
7.15 6
9.75 6
15.46 6
19.95 6
4.25 6
7.51 6
11.08 6
18.96 6
24.95 6
10 16 2.18* 6
3.65 6
6.92 6
9.54 6
15.26 6
19.75 6
4.02 6
7.28 6
10.84 6
18.72 6
24.71 6
24 1.75* 6
3.20 6
6.47 6
9.12 6
14.85 6
19.35 6
3.55 6
6.83 6
10.35 6
18.24 6
24.23 6
12 2.09* 6
3.55 6
6.81 6
9.42 6
15.14 6
19.62 6
3.87 6
7.05 6
10.57 6
18.30 6
24.01 6
12 16 1.78* 6
3.22 6
6.47 6
9.11 6
14.83 6
19.32 6
3.53 6
6.73 6
10.21 6
17.94 6
23.65 6
24 1.17* 6
2.57 6
5.81 6
8.49 6
14.22 6
18.71 6
2.87 6
6.08 6
9.50 6
17.23 6
22.93 6
12 1.71* 6
3.11 6
6.28 6
8.94 6
14.71 6
19.18 6
3.42 6
6.48 6
9.85 6
17.31 6
22.72 6
14 16 1.30* 6
2.67 6
5.82 6
8.51 6
14.27 6
18.74 6
2.96 6
6.04 6
9.36 6
16.81 6
22.21 6
24 0.52* 6
1.83 6
4.94 6
7.66 6
13.41 6
17.87 6
2.10 6
5.18 6
8.42 6
15.84 6
21.22 6
12 1.28* 6
2.59 6
5.55 6
8.12 6
13.78 6
18.35 6
2.89 6
5.81 6
8.94 6
15.96 6
21.09 6
16 16 0.78* 6
2.05 6
4.98 6
7.57 6
13.20 6
17.75 6
2.33 6
5.25 6
8.33 6
15.32 6
20.42 6
24 0.00 1.03 6
3.91 6
6.52 6
12.09 6
16.58 6
1.27 6
4.19 6
7.15 6
14.08 6
19.14 6
8 16 9.92 6
13.48 6
23.00 6
30.71 6
10.46 6
15.24 6
25.40 6
33.98 6
24 9.60 6
13.17 6
22.96 6
30.40 6
10.16 6
14.92 6
25.06 6
33.65 6
12 9.87 6
13.42 6
23.17 6
30.46 6
10.41 6
15.17 6
25.28 6
33.76 6
9 16 9.67 6
13.22 6
22.95 6
30.26 6
10.21 6
14.96 6
25.06 6
33.54 6
24 9.28 6
12.83 6
22.52 6
29.85 6
9.83 6
14.55 6
24.63 6
33.13 6
12 9.64 6
13.16 6
22.83 6
29.97 6
10.17 6
14.89 6
24.94 6
33.30 6
10 16 9.39 6
12.91 6
22.55 6
29.71 6
9.93 6
14.63 6
24.67 6
33.03 6
24 8.90 6
12.42 6
22.02 6
29.20 6
9.45 6
14.12 6
24.13 6
32.51 6
12 9.07 6
12.52 6
21.97 6
28.70 6
9.59 6
14.20 6
23.91 6
32.18 6
12 16 8.71 6
12.16 6
21.56 6
28.32 6
9.25 6
13.82 6
23.51 6
31.78 6
24 8.01 6
11.45 6
20.76 6
27.56 6
8.57 6
13.08 6
22.71 6
30.99 6
12 8.36 6
11.71 6
20.74 6
27.07 6
8.89 6
13.33 6
22.63 6
30.57 6
14 16 7.88 6
11.22 6
20.18 6
26.54 6
8.43 6
12.82 6
22.08 6
30.01 6
24 6.94 6
10.26 6
19.85 6
25.49 6
7.52 6
11.82 6
20.99 6
28.92 6
12 7.54 6
10.75 6
19.09 6
25.12 6
8.08 6
12.30 6
21.15 6
28.40 6
16 16 6.93 6
10.12 6
18.36 6
24.42 6
7.49 6
11.64 6
20.42 6
27.66 6
24 5.77 6
8.92 6
16.97 6
23.07 6
6.36 6
10.37 6
19.01 6
26.24 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 2.96* 6
4.92 6
6.68 6
10.61 6
13.62 6
4.07* 6
7.24 6
9.76 6
15.45 6
19.98 6
24 2.77* 6
4.75 6
6.52 6
10.50 6
13.47 6
3.84* 6
7.03 6
9.55 6
15.24 6
19.78 6
12 2.98* 6
4.94 6
6.70 6
10.62 6
13.63 6
4.09* 6
7.26 6
9.78 6
15.46 6
20.00 6
9 16 2.58* 6
4.83 6
6.59 6
10.52 6
13.54 6
3.94* 6
7.12 6
9.64 6
15.33 6
19.87 6
24 2.61* 6
4.61 6
6.39 6
10.32 6
13.34 6
3.66* 6
6.84 6
9.37 6
15.07 6
19.61 6
12 2.89* 6
4.86 6
6.62 6
10.54 6
13.56 6
3.98* 6
7.16 6
9.68 6
15.36 6
19.90 6
10 16 2.73* 6
4.72 6
6.49 6
10.42 6
13.44 6
3.80* 6
6.98 6
9.51 6
15.20 6
19.74 6
24 2.43* 6
4.45 6
6.23 6
10.17 6
13.19 6
3.45* 6
6.64 6
9.17 6
14.88 6
19.41 6
12 2.68* 6
4.67 6
6.44 6
10.37 6
13.38 6
3.73* 6
6.91 6
9.43 6
15.12 6
19.66 6
12 16 2.46* 6
4.47 6
6.25 6
10.18 6
13.20 6
3.47* 6
6.65 6
9.19 6
14.88 6
19.42 6
24 2.02* 6
4.08 6
5.87 6
9.82 6
12.84 6
2.96* 6
6.15 6
8.70 6
14.41 6
18.94 6
12 2.42* 6
4.44 6
6.21 6
10.14 6
13.16 6
3.43* 6
6.60 6
9.13 6
14.82 6
19.35 6
14 16 2.13* 6
4.16 6
5.95 6
9.89 6
12.91 6
3.08* 6
6.25 6
8.79 6
14.49 6
19.01 6
24 1.54* 6
3.63 6
5.43 6
9.38 6
12.40 6
2.39* 6
5.56 6
8.12 6
13.82 6
18.34 6
12 2.13* 6
4.16 6
5.94 6
9.87 6
12.89 6
3.08* 6
6.23 6
8.77 6
14.45 6
18.97 6
16 16 1.74* 6
3.80 6
5.59 6
9.53 6
12.55 6
2.63* 6
5.77 6
8.31 6
14.00 6
18.50 6
24 1.00* 6
3.11 6
4.91 6
8.86 6
11.88 6
1.74* 6
4.87 6
7.42 6
13.10 6
17.59 6
8 16 4.59* 6
7.90 6
11.53 6
19.54 6
25.58 6
10.33 6
14.01 6
24.21 6
32.26 6
24 4.33* 6
7.67 6
11.30 6
19.32 6
25.36 6
10.09 6
13.77 6
23.95 6
32.02 6
12 4.59* 6
7.92 6
11.55 6
19.56 6
25.59 6
10.33 6
14.00 6
24.16 6
32.16 6
9 16 4.44* 6
7.77 6
11.40 6
19.41 6
25.45 6
10.17 6
13.84 6
24.00 6
32.00 6
24 4.13* 6
7.49 6
11.10 6
19.13 6
25.17 6
9.85 6
13.53 6
23.66 6
31.69 6
12 4.48* 6
7.81 6
11.44 6
19.45 6
25.48 6
10.17 6
13.83 6
23.95 6
31.88 6
10 16 4.29* 6
7.63 6
11.25 6
19.27 6
25.31 6
9.97 6
13.63 6
23.74 6
31.68 6
24 3.91* 6
7.28 6
10.88 6
18.91 6
24.95 6
9.58 6
13.25 6
23.33 6
31.29 6
12 4.22* 6
7.56 6
11.16 6
19.18 6
25.22 6
9.78 6
13.41 6
23.41 6
31.15 6
12 16 3.94* 6
7.29 6
10.89 6
18.91 6
24.95 6
9.50 6
13.13 6
23.10 6
30.85 6
24 3.40* 6
6.77 6
10.34 6
18.38 6
24.42 6
8.93 6
12.57 6
22.49 6
30.28 6
12 3.88* 6
7.20 6
10.80 6
18.84 6
24.87 6
9.29 6
12.87 6
22.69 6
30.13 6
14 16 3.51* 6
6.84 6
10.42 6
18.46 6
24.49 6
8.90 6
12.48 6
22.26 6
29.72 6
24 2.78* 6
6.14 6
9.66 6
17.71 6
23.74 6
8.14 6
11.72 6
21.42 6
28.92 6
12 3.48* 6
6.72 6
10.25 6
18.20 6
24.21 6
8.69 6
12.20 6
21.78 6
28.82 6
16 16 3.00* 6
6.26 6
9.75 6
17.70 6
23.70 6
8.19 6
11.69 6
21.22 6
28.28 6
24 2.08* 6
5.35 6
8.77 6
16.70 6
22.69 6
7.21 6
10.71 6
20.11 6
27.22 6
8 16 10.90 6
15.82 6
26.27 6
35.44 6
24 10.66 6
15.57 6
26.02 6
35.19 6
12 10.88 6
15.58 6
26.22 6
35.33 6
9 16 10.73 6
15.63 6
26.06 6
35.17 6
24 10.42 6
15.31 6
25.73 6
34.84 6
12 10.72 6
15.60 6
26.01 6
35.04 6
10 16 10.53 6
15.40 6
25.80 6
34.84 6
24 10.15 6
15.00 6
25.39 6
34.44 6
12 10.32 6
15.14 6
25.47 6
34.31 6
12 16 10.04 6
14.85 6
25.16 6
34.02 6
24 9.50 6
14.27 6
24.55 6
33.42 6
12 9.82 6
14.56 6
24.76 6
33.37 6
14 16 9.44 6
14.15 6
24.33 6
32.95 6
24 8.71 6
13.36 6
23.49 6
32.12 6
12 9.22 6
13.84 6
23.72 6
32.21 6
16 16 8.74 6
13.32 6
23.16 6
31.65 6
24 7.79 6
12.29 6
22.05 6
30.55 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 4.73* 6
6.41 6
10.18 6
6.43* 6
9.39 6
15.20 6
24 4.59* 6
6.28 6
10.05 6
6.27* 6
9.22 6
15.04 6
12 4.74* 6
6.42 6
10.19 6
6.45* 6
9.41 6
15.21 6
9 16 4.65* 6
6.34 6
10.11 6
6.35* 6
9.30 6
15.11 6
24 4.48* 6
6.17 6
9.95 6
6.15* 6
9.09 6
14.91 6
12 4.68* 6
6.36 6
10.13 6
6.38* 6
9.33 6
15.14 6
10 16 4.57* 6
6.26 6
10.03 6
6.25* 6
9.20 6
15.01 6
24 4.35* 6
6.05 6
9.84 6
6.01* 6
8.93 6
14.76 6
12 4.53* 6
6.22 6
10.00 6
6.21* 6
9.14 6
14.96 6
12 16 4.37* 6
6.07 6
9.86 6
6.04* 6
8.95 6
14.77 6
24 4.05* 6
5.77 6
9.57 6
5.68* 6
8.57 6
14.40 6
12 4.35* 6
6.05 6
9.83 6
6.02* 6
8.92 6
14.74 6
14 16 4.13* 6
5.84 6
8.64 6
5.78* 6
8.65 6
14.48 6
24 3.69* 6
5.43 6
9.25 6
5.30* 6
8.13 6
13.96 6
12 4.13* 6
5.84 6
9.64 6
5.80* 6
8.65 6
14.47 6
16 16 3.85* 6
5.57 6
9.38 6
5.48* 6
8.30 6
14.12 6
24 3.28* 6
5.03 6
8.87 6
4.85* 6
7.61 6
13.43 6
8 16 7.41* 6
10.82 6
19.18 6
10.25* 6
14.15 6
24.38 6
24 7.25* 6
10.64 6
18.99 6
10.05* 6
13.96 6
24.17 6
12 7.44* 6
10.83 6
19.20 6
10.26* 6
14.17 6
24.40 6
9 16 7.33* 6
10.72 6
19.07 6
10.14* 6
14.04 6
24.26 6
24 7.11* 6
10.49 6
18.83 6
10.14* 6
13.79 6
24.00 6
12 7.36* 6
10.75 6
19.11 6
10.17* 6
14.08 6
24.30 6
10 16 7.23* 6
10.61 6
18.95 6
10.01* 6
13.92 6
24.13 6
24 6.96* 6
10.32 6
18.65 6
9.70* 6
13.61 6
23.80 6
12 7.19* 6
10.55 6
18.89 6
9.95* 6
13.86 6
24.06 6
12 16 6.99* 6
10.34 6
18.67 6
9.72* 6
13.63 6
23.81 6
24 6.61* 6
9.93 6
18.22 6
9.26* 6
13.17 6
23.33 6
12 6.98* 6
10.31 6
18.62 6
9.68* 6
13.51 6
23.70 6
14 16 6.72* 6
10.02 6
18.31 6
9.36* 6
13.19 6
23.36 6
24 6.20* 6
9.45 6
17.69 6
8.72* 6
12.56 6
22.68 6
12 6.74* 6
10.02 6
18.30 6
9.35* 6
13.03 6
23.08 6
16 16 6.40* 6
9.63 6
17.88 6
8.93* 6
12.61 6
22.62 6
24 5.72* 6
8.88 6
17.06 6
8.09* 6
11.79 6
21.72 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.00 0.37 2
1.08 2
1.65 2
2.88 3
0.11 1
0.61 2
1.42 2
2.06 3
3.42 4
12 0.02 1
0.37 1
0.99 2
1.48 2
2.50 3
0.14 1
0.58 2
1.28 2
1.84 3
2.99 4
9 16 0.00 0.11 1
0.76 1
1.24 2
2.21 2
0.00 0.30 1
1.04 1
1.58 2
2.69 3
12 0.00 0.16 1
0.73 1
1.14 2
1.96 2
0.00 0.33 1
0.97 1
1.44 2
2.39 3
24 0.00 0.00 0.00 0.00 0.43 0.00 0.00 0.00 0.14 0.70
12 0.00 0.00 0.07 0.28 0.67 0.00 0.00 0.19 0
0.43 0.90 1
14 16 0.00 0.00 0.00 0.07 0.42 0.00 0.00 0.00 0.20 0.63
24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.18
12 0.00 0.00 0.00 0.07 0.34 0.00 0.00 0.00 0.17 0.51
16 16 0.00 0.00 0.00 0.00 0.12 0.00 0.00 0.00 0.00 0.27
24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8 16 0.66 5
1.36 6
2.87 6
3.96 6
6.39 6
0.91 4
1.86 5
3.69 6
5.09 6
7.91 6
24 0.09 3
0.76 4
2.30 5
3.38 6
5.81 6
0.29 3
1.20 3
3.03 4
4.45 5
7.29 6
12 0.67 7
1.33 6
2.69 6
3.70 6
5.92 6
0.92 4
1.81 5
3.45 6
4.72 6
7.30 6
9 16 0.33 3
0.96 5
2.34 6
3.34 6
5.56 6
0.53 3
1.40 4
3.05 5
4.33 6
6.92 6
24 0.00 0.29 3
1.71 4
2.68 5
4.88 6
0.00 2
0.66 2
2.32 3
3.60 4
6.20 5
12 0.39 3
0.99 4
2.21 6
3.11 6
5.11 6
0.60 3
1.40 4
2.85 4
4.01 6
6.35 6
10 16 0.02 2
0.59 3
1.84 4
2.72 5
4.71 6
0.18 1
0.96 3
2.42 3
3.58 4
5.92 6
24 0.00 2
0.00 3
1.17 3
2.02 3
3.98 4
0.00 1
0.17 2
1.65 2
2.80 3
5.14 4
12 0.00 3
0.39 2
1.37 3
2.06 4
3.60 5
0.05 1
0.68 2
1.80 2
2.72 3
4.55 4
12 16 0.00 2
0.00 3
0.99 2
1.65 3
3.18 4
0.00 1
0.22 1
1.37 2
2.27 2
4.09 3
24 0.00 2
0.00 2
0.32 1
0.94 2
2.43 2
0.00 0.00 1
0.60 1
1.48 1
3.28 2
12 0.00 2
0.00 2
0.76 2
1.28 2
2.46 3
0.00 1
0.15 1
1.05 1
1.76 2
3.19 3
14 16 0.00 2
0.00 2
0.39 1
0.89 2
2.05 2
0.00 0.00 1
0.63 1
1.32 1
2.74 2
24 0.00 1
0.00 1
0.00 1
0.21 1
1.34 1
0.00 0.00 0.00 0.58 1
1.95 1
12 0.00 1
0.00 2
0.34 1
0.73 1
1.66 2
0.00 0.00 0.53 1
1.09 1
2.21 2
16 16 0.00 1
0.00 1
0.00 1
0.37 1
1.27 1
0.00 0.00 0.14 0.68 1
1.79 1
24 0.00 1
0.00 1
0.00 1
0.00 1
0.61 1
0.00 0.00 0.00 0.00 1.06 1
8 16 0.45 5
1.04 6
2.32 6
3.33 6
5.19 0.73 6
1.46 6
3.05 6
4.25 6
6.81 6
8.65 6
24 0.00 0.49 4
1.81 5
2.78 6
4.69 0.16 4
0.86 5
2.48 6
3.66 6
6.23 6
8.02 6
12 0.48 4
1.04 6
2.23 6
3.15 6
5.15 0.74 5
1.44 6
2.89 6
3.99 6
6.35 6
8.02 6
9 16 0.16 3
0.70 4
1.90 5
2.81 6
4.82 0.39 4
1.06 5
2.54 6
3.62 6
5.99 6
7.63 6
24 0.00 0.07 3
1.32 3
2.18 4
4.19 0.00 0.39 3
1.89 4
2.94 5
5.30 6
6.89 6
12 0.23 3
0.74 4
1.84 5
2.67 6
4.59 0.46 4
1.09 5
2.42 6
3.40 6
5.55 6
7.02 6
10 16 0.00 0.37 3
1.49 4
2.29 5
4.20 0.08 3
0.68 3
2.03 4
2.99 6
5.13 6
6.58 6
12 0.00 0.21 2
1.12 3
1.75 4
3.24 0.00 0.47 3
1.54 3
2.29 4
3.98 6
5.07 5
24 0.00 0.00 0.00 0.00 0.43 0.00 0.00 0.00 0.00 0.77 1
1.30 1
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.00 6
1.99 6
3.92 6
5.45 6
8.42 6
10.50 6
2.33 6
4.48 6
6.38 6
9.86 6
12.23 6
24 0.37 4
1.33 6
3.26 6
4.79 6
7.80 6
9.85 6
1.61 5
3.77 6
5.65 6
9.20 6
11.57 6
12 1.00 6
1.93 6
3.68 6
5.08 6
7.83 6
9.73 6
2.28 6
4.27 6
5.96 6
9.17 6
11.36 6
9 16 0.61 4
1.52 6
3.28 6
4.68 6
7.44 6
9.32 6
1.83 5
3.82 6
5.50 6
8.76 6
10.95 6
24 0.00 0.78 4
2.54 5
3.93 6
6.71 6
8.55 6
1.01 3
3.01 4
4.65 5
7.98 6
10.15 6
12 0.68 4
1.53 6
3.10 6
4.36 6
6.87 6
8.57 6
1.84 5
3.67 6
5.13 6
8.11 6
10.09 6
10 16 0.25 3
1.07 4
2.65 5
3.91 6
6.43 6
8.11 6
1.34 3
3.18 4
4.62 6
7.64 6
9.61 6
24 0.00 0.27 3
1.86 3
3.11 4
5.62 6
7.25 5
0.45 2
2.28 3
3.71 3
6.77 5
8.71 6
12 0.11 2
0.79 3
2.01 4
3.01 5
5.01 6
6.32 6
1.01 2
2.44 3
3.58 4
6.02 6
7.58 6
12 16 0.00 0.30 2
1.55 3
2.53 4
4.53 5
5.80 4
0.46 2
1.92 2
3.04 3
5.49 4
7.04 5
12 0.00 0.22 2
1.20 2
1.97 3
3.53 4
4.51 3
0.35 1.48 2
2.37 2
4.31 3
5.52 4
8 16 5.86 6
8.30 6
12.42 6
15.43 6
6.39 6
9.53 6
14.54 6
18.07 6
24 5.12 6
7.49 6
11.63 6
14.70 6
5.63 6
8.68 6
13.67 6
17.30 6
12 5.54 6
7.72 6
11.52 6
14.29 6
6.08 6
8.94 6
13.48 6
16.74 6
9 16 5.07 6
7.21 6
11.03 6
13.82 6
5.59 6
8.41 6
12.93 6
16.25 6
24 4.21 4
6.26 6
10.09 6
12.95 6
4.69 5
7.42 6
11.90 6
15.32 6
12 4.80 6
6.68 6
10.16 6
12.72 6
5.32 6
7.88 6
11.92 6
14.94 6
10 16 4.28 5
6.15 6
9.61 6
12.19 6
4.77 5
7.27 6
11.30 6
14.37 6
24 3.34 3
5.09 4
8.57 6
11.19 6
3.77 3
6.17 5
10.14 6
13.31 6
12 3.40 4
4.75 5
7.56 6
9.63 6
3.83 4
5.72 6
8.91 6
11.41 6
12 16 2.82 3
4.14 4
6.93 5
9.03 6
3.22 3
5.05 4
8.21 6
10.75 6
24 1.81 2
3.08 2
5.81 3
7.92 4
2.14 2
3.89 3
6.96 4
9.56 4
12 2.18 2
3.22 3
5.41 4
7.05 5
2.56 2
3.92 3
6.40 5
8.41 6
14 16 1.63 1
2.63 2
4.79 3
6.44 3
1.95 2
3.28 2
5.71 3
7.74 4
24 0.69 1
1.62 1
3.71 2
5.37 2
0.90 1
2.17 1
4.51 2
6.58 2
12 1.34 1
2.14 2
3.86 2
5.19 3
1.62 1
2.66 2
4.60 3
6.23 4
16 16 0.82 1
1.59 1
3.28 2
4.61 2
1.04 1
2.05 1
3.95 2
5.59 3
24 0.00 0.65 1
2.27 1
3.59 1
0.06 1.03 1
2.82 1
4.49 2
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.61 6
1.27 6
2.71 6
3.94 6
5.68 0.93 6
1.74 6
3.55 6
5.06 6
8.05 6
10.15 6
24 0.10 4
0.72 5
2.19 6
3.39 6
5.22 0.37 5
1.15 6
2.98 6
4.45 6
7.47 6
9.54 6
12 0.64 6
1.27 6
2.63 6
3.84 6
5.66 0.94 6
1.72 6
3.41 6
4.84 6
7.64 6
9.59 6
9 16 0.32 4
0.93 5
2.31 6
3.49 6
5.35 0.59 5
1.35 6
3.06 6
4.45 6
7.26 6
9.20 6
24 0.00 0.29 3
1.70 4
2.82 5
4.78 0.00 0.66 4
2.39 5
3.73 6
6.56 6
8.45 6
12 0.39 4
0.97 5
2.26 6
3.36 6
5.35 0.65 5
1.38 6
2.95 6
4.26 6
6.84 6
8.61 6
10 16 0.03 3
0.59 4
1.89 5
2.95 6
4.97 0.26 3
0.96 7
2.54 6
3.82 6
6.41 6
8.15 6
12 0.00 0.41 3
1.51 4
2.37 5
4.26 0.13 3
0.72 3
2.03 4
3.06 5
5.19 6
6.58 6
8 16 1.22 6
2.32 6
4.55 6
6.41 6
9.93 6
12.32 6
2.66 6
5.02 6
7.34 6
11.60 6
14.33 6
24 0.60 5
1.67 6
3.89 6
5.75 6
9.31 6
11.67 6
1.97 6
4.34 6
6.61 6
10.94 6
13.66 6
12 1.23 6
2.28 6
4.34 6
6.10 6
9.38 6
11.60 6
2.63 6
4.89 6
7.06 6
10.95 6
13.50 6
9 16 0.84 6
1.87 6
3.92 6
5.68 6
8.98 6
11.19 6
2.19 6
4.45 6
6.60 6
10.53 6
13.08 6
24 0.14 4
1.12 5
3.16 6
4.89 6
8.23 6
10.40 6
1.38 4
3.64 5
5.72 6
9.73 6
12.27 6
12 0.90 6
1.87 6
3.75 6
5.39 6
8.42 6
10.46 6
2.20 6
4.32 6
6.31 6
9.88 6
12.25 6
10 16 0.47 4
1.41 5
3.29 6
4.91 6
7.96 6
9.98 6
1.70 4
3.82 5
5.76 6
9.39 6
11.75 6
24 0.00 0.58 3
2.45 4
4.03 5
7.10 6
9.08 6
0.80 3
2.90 3
4.77 4
8.47 6
10.80 6
12 0.30 3
1.10 4
2.62 5
3.95 6
6.47 6
8.11 6
1.37 3
3.16 4
4.66 5
7.69 6
9.64 6
12 16 0.00 0.58 3
2.11 4
3.41 5
5.93 6
7.54 5
0.79 2
2.57 3
4.05 4
7.10 5
9.03 6
12 0.00 0.46 2
1.67 3
2.69 4
4.70 5
5.96 4
0.63 2
2.05 2
3.21 3
5.68 4
7.22 5
8 16 5.19 6
7.72 6
12.55 6
16.29 6
7.11 6
10.66 6
16.75 6
20.74 6
24 4.52 6
7.00 6
11.83 6
15.62 6
6.38 6
9.85 6
15.90 6
19.98 6
12 5.02 6
7.47 6
11.96 6
15.38 6
6.83 6
10.22 6
15.76 6
19.49 6
9 16 4.60 6
7.01 6
11.50 6
14.95 6
6.37 6
9.70 6
15.21 6
19.01 6
24 3.80 5
6.13 6
10.62 6
14.12 6
5.49 6
8.71 6
14.17 6
18.08 6
12 4.46 6
6.79 6
10.95 6
14.02 6
6.13 6
9.25 6
14.23 6
17.75 6
10 16 3.97 6
6.24 6
10.39 6
13.50 6
5.58 6
8.64 6
13.59 6
17.17 6
24 3.06 4
5.22 5
9.36 6
12.53 6
4.58 4
7.50 6
12.39 6
16.08 6
12 3.32 4
5.18 6
8.70 6
11.18 6
4.67 5
7.19 6
11.13 6
14.17 6
12 16 2.74 3
4.53 4
8.02 6
10.54 6
4.03 4
6.46 5
10.36 6
13.45 6
24 1.69 2
3.36 3
6.79 4
9.39 5
2.87 2
5.15 3
8.98 5
12.14 6
12 2.31 3
3.71 4
6.44 5
8.49 6
3.32 3
5.17 4
8.31 6
10.80 6
14 16 1.68 2
3.03 3
5.74 4
7.83 4
2.64 2
4.42 3
7.51 4
10.05 5
24 0.59 1
1.86 2
4.51 2
6.64 3
1.47 1
3.14 2
6.12 3
8.70 3
12 1.45 2
2.51 2
4.68 3
6.36 4
2.23 2
3.58 3
6.06 4
8.09 5
16 16 0.83 1
1.86 2
3.99 2
5.70 3
1.56 1
2.88 2
5.30 3
7.36 3
24 0.00 1
0.74 1
2.83 1
4.56 2
0.44 1
1.68 1
3.99 2
6.07 2
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.54 6
2.59 6
4.87 6
6.72 6
10.58 6
1.92 6
3.27 6
6.27 6
8.75 6
14.15 6
24 1.07 6
2.14 6
4.44 6
6.30 6
10.16 6
1.43 6
2.75 6
5.75 6
8.25 6
13.65 6
12 1.56 6
2.59 6
4.86 6
6.73 6
10.59 6
1.94 6
3.26 6
6.18 6
8.60 6
13.88 6
9 16 1.26 6
2.31 6
4.58 6
6.45 6
10.31 6
1.63 6
2.93 6
5.84 6
8.28 6
13.55 6
24 0.68 6
1.76 6
4.04 6
5.91 6
9.76 6
1.03 6
2.28 6
5.18 6
7.65 6
12.91 6
12 1.32 6
2.34 6
4.55 6
6.47 6
10.33 6
1.68 6
2.95 6
5.75 6
8.13 6
13.26 6
10 16 0.96 6
2.00 6
4.21 6
6.13 6
9.97 6
1.31 6
2.55 6
5.34 6
7.73 6
12.85 6
24 0.29 5
1.35 6
3.56 6
5.46 6
9.28 6
0.61 4
1.79 5
4.56 6
6.97 6
12.05 6
12 0.79 6
1.78 6
3.82 6
5.61 6
9.62 6
1.12 5
2.26 6
4.78 6
7.00 6
11.72 6
12 16 0.34 4
1.33 6
3.36 6
5.13 6
9.08 6
0.64 3
1.74 4
4.24 6
6.47 6
11.14 6
24 0.00 0.50 4
2.51 5
4.24 6
8.07 6
0.00 2
0.78 3
3.24 4
5.46 5
10.05 6
12 0.28 3
1.19 5
2.99 6
4.59 6
8.13 6
0.55 3
1.54 4
3.74 5
5.74 6
9.92 6
14 16 0.00 0.66 3
2.45 4
4.02 5
7.46 6
0.00 2
0.93 3
3.10 3
5.09 4
9.20 6
12 0.00 0.63 3
2.19 4
3.56 5
6.56 6
0.04 2
0.88 2
2.74 3
4.49 4
8.06 5
16 16 0.00 0.06 2
1.61 3
2.94 3
5.82 5
0.00 1
0.22 2
2.07 2
3.79 3
7.27 4
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.12 6
1.87 6
3.27 6
4.52 6
7.09 6
1.64 6
2.69 6
4.94 6
6.80 6
10.76 6
13.57 6
24 0.75 6
1.51 6
2.96 6
4.22 6
6.83 6
1.21 6
2.28 6
4.56 6
6.43 6
10.39 6
13.19 6
12 1.15 6
1.90 6
3.29 6
4.54 6
7.10 6
1.68 6
2.71 6
4.96 6
6.81 6
10.77 6
13.58 6
9 16 0.91 6
1.67 6
3.09 6
4.34 6
6.93 6
1.40 6
2.45 6
4.71 6
6.57 6
10.53 6
13.33 6
24 0.46 6
1.21 6
2.70 6
3.95 6
6.59 6
0.86 6
1.95 6
4.22 6
6.09 6
10.05 6
12.83 6
12 0.97 6
1.72 6
3.13 6
4.38 6
6.96 6
1.46 6
2.51 6
4.75 6
6.61 6
10.56 6
13.35 6
10 16 0.69 6
1.44 6
2.88 6
4.13 6
6.75 6
1.13 6
2.19 6
4.44 6
6.30 6
10.25 6
13.03 6
24 0.14 5
0.89 6
2.40 6
3.65 6
6.32 6
0.48 6
1.58 6
3.84 6
5.71 6
9.65 6
12.40 6
12 0.58 6
1.32 6
2.75 6
3.99 6
6.61 6
0.97 6
2.01 6
4.20 6
6.09 6
10.01 6
12.76 6
12 16 0.20 5
0.93 6
2.40 6
3.64 6
6.28 6
0.53 5
1.58 6
3.77 6
5.64 6
9.54 6
12.27 6
24 0.00 0.20 4
1.73 5
2.95 6
5.66 6
0.00 0.76 5
2.94 6
4.79 6
8.66 6
11.32 6
12 0.16 4
0.86 5
2.30 6
3.51 6
6.14 6
0.45 4
1.44 6
3.44 6
5.21 6
9.22 6
11.92 6
14 16 0.00 0.38 4
1.84 5
3.04 6
5.70 6
0.00 0.91 4
2.90 5
4.64 6
8.58 6
11.22 6
12 0.00 0.39 3
1.80 4
2.96 5
5.56 6
0.00 0.87 4
2.64 5
4.21 6
7.74 6
10.34 6
8 16 2.06 6
3.46 6
6.61 6
9.18 6
14.86 6
19.21 6
3.79 6
6.82 6
10.17 6
17.39 6
22.47 6
24 1.60 6
2.98 6
6.12 6
8.72 6
14.40 6
18.73 6
3.29 6
6.35 6
9.65 6
16.88 6
21.95 6
12 2.08 6
3.46 6
6.54 6
9.07 6
14.66 6
19.05 6
3.79 6
6.76 6
10.04 6
17.11 6
22.08 6
9 16 1.79 6
3.15 6
6.23 6
8.78 6
14.36 6
18.73 6
3.47 6
6.76 6
9.71 6
16.77 6
21.74 6
24 1.23 6
2.55 6
5.61 6
8.19 6
13.77 6
18.09 6
2.85 6
5.87 6
9.06 6
16.12 6
21.08 6
12 1.84 6
3.18 6
6.17 6
8.67 6
14.14 6
18.41 6
3.51 6
6.42 6
9.59 6
16.47 6
21.31 6
10 16 1.49 6
2.81 6
5.79 6
8.30 6
13.76 6
18.01 6
3.12 6
6.05 6
9.18 6
16.05 6
20.89 6
24 0.82 6
2.08 6
5.05 6
7.59 6
13.03 6
17.22 6
2.38 6
5.32 6
8.39 6
15.24 6
20.05 6
12 1.31 6
2.55 6
5.30 6
7.68 6
12.83 6
16.78 6
2.87 6
5.61 6
8.53 6
14.89 6
19.41 6
12 16 0.85 6
2.04 6
4.78 6
7.17 6
12.28 6
16.19 6
2.34 6
5.09 6
7.95 6
14.29 6
18.78 6
24 0.00 1.10 5
3.79 6
6.20 6
11.25 6
15.06 6
1.35 4
4.11 5
6.86 6
13.15 6
17.59 6
12 0.76 5
1.86 6
4.31 6
6.51 6
11.20 6
14.73 6
2.16 5
4.69 6
7.29 6
13.00 6
17.09 6
14 16 0.21 4
1.25 5
3.67 6
5.87 6
10.50 6
13.96 6
1.51 4
4.05 5
6.57 6
12.23 6
16.28 6
24 0.00 0.14 3
2.51 4
4.70 5
9.21 6
12.53 6
0.34 2
2.86 3
5.24 4
10.80 6
14.76 6
12 0.23 3
1.18 4
3.31 6
5.28 6
9.42 6
12.47 6
1.44 3
3.78 4
6.02 5
10.97 6
14.57 6
16 16 0.00 0.50 3
2.61 4
4.57 5
8.61 6
11.57 6
0.71 2
3.03 3
5.18 4
10.07 6
13.61 6
8 16 7.12 6
10.34 6
18.54 6
24.43 6
9.37 6
13.84 6
23.02 6
30.82 6
24 6.65 6
9.84 6
17.98 6
23.90 6
8.87 6
13.30 6
22.44 6
30.25 6
12 7.06 6
10.22 6
18.23 6
24.03 6
9.25 6
13.66 6
22.65 6
30.15 6
9 16 6.76 6
9.90 6
17.87 6
23.68 6
8.93 6
13.31 6
22.28 6
29.78 6
24 6.16 6
9.28 6
17.16 6
23.00 6
8.30 6
12.62 6
21.53 6
29.05 6
12 6.71 6
9.80 6
17.55 6
23.25 6
8.83 6
13.13 6
21.91 6
29.06 6
10 16 6.34 6
9.41 6
17.10 6
22.81 6
8.44 6
12.69 6
21.43 6
28.60 6
24 5.61 6
8.64 6
16.21 6
21.96 6
7.67 6
11.84 6
20.50 6
27.68 6
12 5.90 6
8.82 6
15.91 6
21.38 6
7.85 6
11.88 6
20.15 6
26.48 6
12 16 5.38 6
8.27 6
15.26 6
20.74 6
7.30 6
11.26 6
19.45 6
25.80 6
24 4.40 6
7.20 6
14.01 6
19.50 6
6.25 6
10.07 6
18.11 6
24.50 6
12 4.97 6
7.70 6
13.99 6
19.20 6
6.73 6
10.41 6
17.96 6
23.49 6
14 16 4.32 5
6.98 6
13.14 6
18.34 6
6.03 6
9.61 6
17.04 6
22.58 6
24 3.12 3
5.64 5
11.57 6
16.72 6
4.73 4
8.12 5
15.31 6
20.89 6
12 3.99 5
6.48 6
11.95 6
16.55 6
5.55 6
8.83 6
15.28 6
20.26 6
16 16 3.25 3
5.63 5
10.95 6
15.52 6
4.74 4
7.88 5
14.19 6
19.17 6
24 1.89 2
4.10 3
9.16 4
13.65 5
3.28 3
6.18 3
12.23 5
17.21 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.24* 6
1.98 6
3.21 6
4.40 6
6.89 6
1.84* 6
2.82 6
4.95 6
6.78 6
10.80 6
13.91 6
24 0.97* 6
1.72 6
3.00 6
4.20 6
6.70 6
1.52* 6
2.52 6
4.67 6
6.51 6
10.53 6
13.67 6
12 1.27* 6
2.01 6
3.22 6
4.42 6
6.90 6
1.87* 6
2.85 6
4.97 6
6.80 6
10.82 6
13.92 6
9 16 1.09* 6
1.84 6
3.09 6
4.29 6
6.78 6
1.66* 6
2.65 6
4.79 6
6.62 6
10.64 6
13.77 6
24 0.75* 6
1.51 6
2.82 6
4.03 6
6.54 6
1.26* 6
2.26 6
4.44 6
6.27 6
10.30 6
13.47 6
12 1.14* 6
1.88 6
3.12 6
4.32 6
6.81 6
1.72* 6
2.70 6
4.84 6
6.66 6
10.68 6
13.80 6
10 16 0.93* 6
1.68 6
2.96 6
4.16 6
6.66 6
1.47* 6
2.46 6
4.61 6
6.44 6
10.46 6
13.61 6
24 0.52* 6
1.28 6
2.63 6
3.84 6
6.36 6
0.97* 6
1.98 6
4.17 6
6.01 6
10.03 6
13.23 6
12 0.85* 6
1.60 6
2.89 6
4.09 6
6.59 6
1.37* 6
2.36 6
4.51 6
6.34 6
10.35 6
13.51 6
12 16 0.56* 6
1.31 6
2.65 6
3.86 6
6.37 6
1.02* 6
2.01 6
4.18 6
6.02 6
10.03 6
13.22 6
24 0.00* 0.75 6
2.17 6
3.40 6
5.92 6
0.33* 6
1.34 6
3.55 6
5.38 6
9.39 6
12.66 6
12 0.52* 6
1.27 6
2.60 6
3.81 6
6.31 6
0.97* 6
1.96 6
4.11 6
5.93 6
9.93 6
13.12 6
14 16 0.14* 6
0.89 6
2.28 6
3.49 6
3.00 6
0.51* 6
1.49 6
3.66 6
5.49 6
9.48 6
12.72 6
24 0.00* 0.16 5
1.64 6
2.87 6
5.39 6
0.00* 0.62 6
2.81 6
4.63 6
8.60 6
11.92 6
12 0.17* 5
0.90 6
2.27 6
3.47 6
5.97 6
0.53* 6
1.50 6
3.63 6
5.44 6
9.40 6
12.63 6
16 16 0.00* 0.42 5
1.85 6
3.06 6
5.56 6
0.00* 0.93 6
3.07 6
4.86 6
8.79 6
12.08 6
8 16 2.37* 6
3.85 6
7.14 6
9.73 6
15.45 6
19.94 6
4.25 6
7.56 6
11.15 6
19.14 6
25.23 6
24 2.03* 6
3.49 6
6.78 6
9.41 6
15.14 6
19.64 6
3.88 6
7.20 6
10.78 6
18.77 6
24.85 6
12 2.40* 6
3.88 6
7.16 6
9.75 6
15.47 6
19.96 6
4.27 6
7.55 6
11.14 6
19.08 6
25.16 6
9 16 2.18* 6
3.65 6
6.93 6
9.54 6
15.27 6
19.76 6
4.03 6
7.33 6
10.89 6
18.84 6
24.92 6
24 1.75* 6
3.20 6
6.48 6
9.13 6
14.87 6
19.37 6
3.56 6
6.87 6
10.41 6
18.36 6
24.44 6
12 2.24* 6
3.71 6
6.98 6
9.59 6
15.31 6
19.80 6
4.08 6
7.34 6
10.90 6
18.78 6
24.77 6
10 16 1.97* 6
3.42 6
6.70 6
9.33 6
15.05 6
19.55 6
3.78 6
7.05 6
10.59 6
18.48 6
24.47 6
24 1.43* 6
2.86 6
6.13 6
8.81 6
14.55 6
19.05 6
3.20 6
6.49 6
9.99 6
17.88 6
23.87 6
12 1.86* 6
3.30 6
6.55 6
9.18 6
14.91 6
19.39 6
3.62 6
6.81 6
10.30 6
18.03 6
23.74 6
12 16 1.48* 6
2.89 6
6.13 6
8.80 6
14.53 6
19.01 6
3.20 6
6.40 6
9.85 6
17.58 6
23.29 6
24 0.73* 6
2.10 6
5.32 6
8.04 6
13.78 6
18.26 6
2.38 6
5.60 6
8.99 6
16.70 6
22.40 6
12 1.40* 6
2.78 6
5.93 6
8.61 6
14.38 6
18.85 6
3.08 6
6.15 6
9.48 6
16.94 6
22.34 6
14 16 0.91* 6
2.24 6
5.37 6
8.08 6
13.83 6
18.30 6
2.53 6
5.61 6
8.89 6
16.32 6
21.71 6
24 0.00* 1.22 6
4.30 6
7.05 6
12.79 6
17.23 6
1.47 6
4.57 6
7.74 6
15.13 6
20.50 6
12 0.91* 6
2.18 6
5.12 6
7.71 6
13.34 6
17.90 6
2.47 6
5.39 6
8.48 6
15.47 6
20.59 6
16 16 0.31* 5
1.53 6
4.43 6
7.04 6
12.64 6
17.16 6
1.79 5
4.71 6
7.73 6
14.69 6
19.78 6
24 0.00* 0.32 4
3.15 6
5.77 6
11.29 6
15.75 6
0.53 3
3.44 4
6.32 5
13.19 6
18.23 6
8 16 7.90 6
11.43 6
20.84 6
27.50 6
10.31 6
15.08 6
25.23 6
33.82 6
24 7.54 6
11.06 6
20.42 6
27.12 6
9.93 6
14.68 6
24.81 6
33.41 6
12 7.88 6
11.39 6
20.71 6
27.32 6
10.26 6
15.01 6
25.12 6
33.60 6
9 16 7.65 6
11.15 6
20.44 6
27.07 6
10.02 6
14.75 6
24.85 6
33.34 6
24 7.19 6
10.68 6
19.90 6
26.57 6
9.54 6
14.24 6
24.31 6
32.81 6
12 7.65 6
11.13 6
20.30 6
26.88 6
9.99 6
14.69 6
24.74 6
33.10 6
10 16 7.37 6
10.83 6
19.97 6
26.56 6
9.69 6
14.37 6
24.40 6
32.77 6
24 6.81 6
10.24 6
19.30 6
25.93 6
9.10 6
13.74 6
23.73 6
32.11 6
12 7.11 6
10.48 6
19.29 6
25.74 6
9.33 6
13.92 6
23.61 6
31.88 6
12 16 6.70 6
10.05 6
18.80 6
25.27 6
8.90 6
13.45 6
23.11 6
31.39 6
24 5.90 6
9.21 6
17.83 6
24.34 6
8.06 6
12.54 6
22.13 6
30.41 6
12 6.44 6
9.67 6
17.99 6
24.26 6
8.54 6
12.95 6
22.22 6
30.15 6
14 16 5.89 6
9.09 6
17.32 6
23.61 6
7.97 6
12.31 6
21.53 6
29.46 6
24 4.84 6
7.97 6
16.01 6
22.34 6
6.86 6
11.09 6
20.19 6
28.11 6
12 5.67 6
8.73 6
16.45 6
22.49 6
7.64 6
11.80 6
20.60 6
27.84 6
16 16 4.99 6
7.99 6
15.59 6
21.64 6
6.92 6
10.99 6
19.71 6
26.94 6
24 3.70 6
6.61 6
13.95 6
20.02 6
5.55 5
9.47 6
17.99 6
25.22 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 2.86* 6
4.84 6
6.60 6
10.53 6
13.54 6
3.95* 6
7.13 6
9.65 6
15.34 6
19.88 6
24 2.62* 6
4.62 6
6.39 6
10.33 6
13.35 6
3.67* 6
6.86 6
9.39 6
15.09 6
19.63 6
12 2.88* 6
4.86 6
6.62 6
10.54 6
13.56 6
3.98* 6
7.16 6
9.67 6
15.36 6
19.90 6
9 16 2.73* 6
4.72 6
6.48 6
10.42 6
13.44 6
3.80* 6
6.98 6
9.50 6
15.20 6
19.74 6
24 2.42* 6
4.45 6
6.23 6
10.17 6
13.19 6
3.44* 6
6.64 6
9.17 6
14.88 6
19.41 6
12 2.77* 6
4.76 6
6.52 6
10.45 6
13.47 6
3.85* 6
7.03 6
9.54 6
15.24 6
19.78 6
10 16 2.58* 6
4.59 6
5.36 6
10.30 6
13.31 6
3.63* 6
6.81 6
9.34 6
15.04 6
19.57 6
24 2.20* 6
4.25 6
5.03 6
9.98 6
13.01 6
3.18* 6
6.38 6
8.92 6
14.63 6
19.17 6
12 2.51* 6
4.52 6
6.29 6
10.23 6
13.25 6
3.54* 6
6.72 6
9.24 6
14.94 6
19.48 6
12 16 2.24* 6
4.27 6
6.05 6
10.00 6
13.02 6
3.22* 6
6.40 6
8.94 6
14.64 6
19.18 6
24 1.69* 6
3.79 6
5.58 6
9.55 6
12.57 6
2.58* 6
5.78 6
8.33 6
14.05 6
18.58 6
12 2.20* 6
4.23 6
6.01 6
9.95 6
12.97 6
3.17* 6
6.34 6
8.87 6
14.57 6
19.10 6
14 16 1.83* 6
3.90 6
5.68 6
9.65 6
12.66 6
2.73* 6
5.90 6
8.45 6
14.15 6
18.67 6
24 1.11* 6
3.23 6
5.04 6
9.01 6
12.03 6
1.88* 6
5.05 6
7.61 6
13.32 6
17.83 6
12 1.84* 6
3.89 6
5.67 6
9.62 6
12.63 6
2.74* 6
5.89 6
8.42 6
14.11 6
18.62 6
16 16 1.37* 6
3.45 6
5.24 6
9.20 6
12.21 6
2.18* 6
5.32 6
7.86 6
13.55 6
18.05 6
24 0.45* 4
2.60 6
4.41 6
8.37 6
11.38 6
1.11* 5
4.22 6
6.77 6
12.45 6
16.92 6
8 16 4.45* 6
7.79 6
11.41 6
19.43 6
25.47 6
8.27 6
11.95 6
21.91 6
28.84 6
24 4.15* 6
7.51 6
11.12 6
19.15 6
25.19 6
7.99 6
11.65 6
21.58 6
28.54 6
12 4.48* 6
7.81 6
11.44 6
19.45 6
25.49 6
8.28 6
11.94 6
21.86 6
28.86 6
9 16 4.29* 6
7.63 6
11.25 6
19.27 6
25.31 6
8.10 6
11.75 6
21.65 6
28.67 6
24 3.91* 6
7.27 6
10.88 6
18.91 6
24.96 6
7.73 6
11.38 6
21.23 6
28.28 6
12 4.34* 6
7.68 6
11.30 6
19.31 6
25.35 6
8.12 6
11.77 6
21.62 6
28.60 6
10 16 4.10* 6
7.45 6
11.06 6
19.09 6
25.13 6
7.89 6
11.53 6
21.35 6
28.36 6
24 3.63* 6
7.01 6
10.60 6
18.64 6
24.69 6
7.44 6
11.06 6
20.83 6
27.87 6
12 4.01* 6
7.36 6
10.96 6
18.98 6
25.02 6
7.73 6
11.33 6
20.98 6
27.92 6
12 16 3.67* 6
7.03 6
10.61 6
18.64 6
24.68 6
7.40 6
10.99 6
20.60 6
27.56 6
24 3.00* 6
6.39 6
9.93 6
17.98 6
24.03 6
6.75 6
10.31 6
19.84 6
26.84 6
12 3.60* 6
6.93 6
10.51 6
18.55 6
24.59 6
7.25 6
10.77 6
20.14 6
26.99 6
14 16 3.14* 6
6.49 6
10.04 6
18.08 6
24.12 6
6.80 6
10.30 6
19.61 6
26.48 6
24 2.25* 6
5.61 6
9.10 6
17.16 6
23.19 6
5.92 6
9.39 6
18.56 6
25.49 6
12 3.12* 6
6.37 6
9.88 6
17.82 6
23.82 6
6.67 6
10.08 6
19.06 6
25.78 6
16 16 2.53* 6
5.80 6
9.26 6
17.20 6
23.19 6
6.09 6
9.48 6
18.37 6
25.12 6
24 1.14* 6
4.69 6
8.05 6
15.97 6
21.95 6
4.98 6
8.30 6
17.02 6
23.82 6
8 16 10.78 6
15.69 6
26.15 6
35.31 6
24 10.48 6
15.38 6
25.82 6
34.99 6
12 10.76 6
15.67 6
26.10 6
35.21 6
9 16 10.57 6
15.47 6
25.89 6
35.01 6
24 10.19 6
15.06 6
25.48 6
34.60 6
12 10.58 6
15.45 6
25.85 6
34.89 6
10 16 10.34 6
15.20 6
25.59 6
34.64 6
24 9.87 6
14.71 6
25.08 6
34.14 6
12 10.11 6
14.92 6
25.24 6
34.09 6
12 16 9.77 6
14.56 6
24.86 6
33.72 6
24 9.09 6
13.84 6
24.10 6
32.98 6
12 9.54 6
14.25 6
24.44 6
33.05 6
14 16 9.07 6
13.76 6
23.91 6
32.53 6
24 8.16 6
12.77 6
22.86 6
31.50 6
12 8.86 6
13.45 6
23.30 6
31.79 6
16 16 8.26 6
12.80 6
22.60 6
31.10 6
24 7.09 6
11.53 6
21.23 6
29.74 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 4.66* 6
6.35 6
10.12 6
6.34* 6
9.31 6
15.12 6
24 4.49* 6
6.18 6
9.96 6
6.14* 6
9.10 6
14.92 6
12 4.68* 6
6.36 6
10.13 6
6.37* 6
9.33 6
15.13 6
9 16 4.56* 6
6.26 6
10.03 6
6.25* 6
9.19 6
15.01 6
24 4.34* 6
6.05 6
9.84 6
6.00* 6
8.93 6
14.75 6
12 4.60* 6
6.29 6
10.06 6
6.28* 6
9.23 6
15.04 6
10 16 4.46* 6
6.16 6
9.94 6
6.13* 6
9.06 6
14.88 6
24 4.19* 6
5.90 6
9.70 6
5.82* 6
8.74 6
14.56 6
12 4.41* 6
6.11 6
9.89 6
6.08* 6
9.00 6
14.82 6
12 16 4.21* 6
5.92 6
9.72 6
5.90* 6
8.76 6
14.58 6
24 3.81* 6
5.54 6
9.36 6
5.42* 6
8.28 6
14.12 6
12 4.18* 6
5.89 6
9.69 6
5.84* 6
8.72 6
14.54 6
14 16 3.91* 6
5.63 6
9.44 6
5.54* 6
8.39 6
14.22 6
24 3.37* 6
5.12 6
8.96 6
4.94* 6
7.73 6
13.57 6
12 3.92* 6
5.64 6
9.45 6
5.56* 6
8.39 6
14.21 6
16 16 3.56* 6
5.30 6
9.12 6
5.17* 6
7.95 6
13.78 6
24 2.86* 6
4.63 6
8.49 6
4.38* 6
7.09 6
12.92 6
8 16 7.33* 6
10.73 6
19.08 6
8.40* 6
11.82 6
21.03 6
24 7.12* 6
10.50 6
18.85 6
8.16* 6
11.58 6
20.78 6
12 7.36* 6
10.75 6
19.11 6
8.10* 6
11.84 6
21.05 6
9 16 7.22* 6
10.60 6
18.95 6
7.95* 6
11.69 6
20.89 6
24 6.95* 6
10.32 6
18.65 6
7.66* 6
11.39 6
20.57 6
12 7.26* 6
10.64 6
18.99 6
7.99* 6
11.73 6
20.93 6
10 16 7.09* 6
10.46 6
18.80 6
7.81* 6
11.54 6
20.73 6
24 6.76* 6
10.11 6
18.42 6
7.45* 6
11.17 6
20.33 6
12 7.04* 6
10.39 6
18.72 6
7.74* 6
11.47 6
20.65 6
12 16 6.80* 6
10.13 6
18.44 6
7.48* 6
11.19 6
20.35 6
24 6.32* 6
9.62 6
17.89 6
6.95* 6
10.65 6
19.77 6
12 6.78* 6
10.09 6
18.39 6
7.44* 6
11.15 6
20.30 6
14 16 6.46* 6
9.73 6
18.00 6
7.08* 6
10.77 6
19.89 6
24 5.81* 6
9.02 6
17.23 6
6.36* 6
10.02 6
19.07 6
12 6.48* 6
9.73 6
17.99 6
7.08* 6
10.77 6
19.87 6
16 16 6.06* 6
9.26 6
17.47 6
6.60* 6
10.27 6
19.32 6
24 5.21* 6
8.32 6
16.44 6
5.66* 6
9.28 6
18.24 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.00 0.19 1
0.92 2
1.48 2
2.66 3
0.00 0.40 1
1.24 2
1.87 2
3.21 3
12 0.00 0.21 1
0.85 1
1.33 2
2.32 3
0.00 0.41 1
1.13 2
1.68 2
2.81 3
12 0.00 0.01 1
0.59 1
0.99 1
1.78 2
0.00 0.16 1
0.81 1
1.27 1
2.20 2
12 16 0.00 0.00 0.00 0.22 0.70 0.00 0.00 0.09 0.39 0.99 1
24 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.00 0.00 0.43
12 0.00 0.00 0.00 0.15 0.52 0.00 0.00 0.05 0.29 0.74
14 16 0.00 0.00 0.00 0.00 0.25 0.00 0.00 0.00 0.03 0.44
24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
12 0.00 0.00 0.00 0.00 0.21 0.00 0.00 0.00 0.04 0.37
16 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10
24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8 16 0.43 4
1.11 5
2.64 6
3.72 6
6.15 6
0.66 3
1.59 4
3.42 6
4.83 6
7.66 6
24 0.00 0.42 3
1.99 4
3.05 6
5.47 6
0.00 2
0.83 3
2.67 4
4.08 4
6.93 6
12 0.46 4
1.11 7
2.48 6
3.48 6
5.70 6
0.68 3
1.56 4
3.20 5
4.48 6
7.07 6
9 16 0.07 3
0.69 5
2.08 5
3.06 6
5.28 6
0.25 2
1.09 3
2.75 4
4.03 5
6.63 6
12 0.17 3
0.74 4
1.99 5
2.88 6
4.87 6
0.34 2
1.13 3
2.59 4
3.75 5
6.09 6
10 16 0.00 0.29 3
1.56 3
2.43 4
4.41 6
0.00 1
0.63 2
2.10 3
3.26 3
5.60 5
12 0.00 0.13 2
1.13 2
1.81 3
3.34 4
0.00 1
0.40 1
1.53 2
2.44 2
4.27 3
24 0.00 0.00 0.00 0.00 0.27 0.00 0.00 0.00 0.00 0.67
8 16 0.24 4
0.81 5
2.11 6
3.10 6
4.99 0.50 5
1.21 6
2.82 6
4.01 6
6.57 6
8.39 6
24 0.00 0.18 3
1.52 4
2.47 5
4.40 0.00 0.52 4
2.16 5
3.32 6
5.89 6
7.66 6
12 0.28 4
0.83 5
2.03 6
2.94 4.95 0.53 4
1.21 6
2.68 6
3.77 6
6.13 6
7.78 6
9 16 0.00 0.44 3
1.66 4
2.55 6
4.56 0.13 3
0.78 4
2.27 5
3.34 6
5.71 6
7.33 6
12 0.02 2
0.51 3
1.62 4
2.44 3
4.35 0.23 3
0.84 4
2.18 5
3.15 6
5.30 6
6.75 6
10 16 0.00 3
0.09 2
1.22 3
2.01 5
3.91 0.00 0.38 3
1.74 4
2.69 5
4.82 6
6.24 5
24 0.00 0.00 0.00 0.00 0.09 0.00 0.00 0.00 0.00 0.40 1
0.90
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.74 5
1.71 6
3.65 6
5.18 6
8.17 6
10.24 6
2.03 6
4.19 6
6.08 6
9.59 6
11.96 6
24 0.02 3
0.95 5
2.89 6
4.42 6
7.44 6
9.48 6
1.21 4
3.37 5
5.23 6
8.82 6
11.18 6
12 0.77 5
1.68 6
3.44 6
4.84 6
7.59 6
9.49 6
2.01 5
4.00 6
5.68 6
8.92 6
11.11 6
9 16 0.32 4
1.21 5
2.97 6
4.37 6
7.14 6
9.01 6
1.49 4
3.49 5
5.15 6
8.44 6
10.62 6
24 0.00 0.37 3
2.12 4
3.51 5
6.29 6
8.11 6
0.56 2
2.56 3
4.18 4
7.54 6
9.69 6
12 0.42 4
1.25 5
2.83 6
4.09 6
6.60 6
8.29 6
1.54 4
3.37 5
4.82 6
7.82 6
9.80 6
10 16 0.00 0.74 3
2.32 4
3.58 5
6.10 6
7.76 6
0.97 3
2.81 3
4.24 4
7.28 6
9.24 6
12 0.00 0.49 3
1.73 3
2.72 4
4.72 6
6.01 5
0.67 2
2.12 3
3.25 3
5.69 5
7.24 6
8 16 5.56 6
7.97 6
12.10 6
15.13 6
6.08 6
9.18 6
14.19 6
17.76 6
24 4.69 5
7.02 6
11.18 6
14.27 6
5.19 6
8.20 6
13.17 6
16.85 6
12 5.26 6
7.41 6
11.22 6
14.01 6
5.78 6
8.62 6
13.15 6
16.44 6
9 16 4.72 6
6.82 6
10.65 6
13.47 6
5.22 8.00 6
12.51 6
15.87 6
24 3.73 4
5.74 5
9.57 6
12.45 6
4.19 4
6.86 5
11.32 6
14.78 6
12 4.48 6
6.34 6
9.83 6
12.40 6
4.99 6
7.51 6
11.54 6
14.60 6
10 16 3.89 4
5.69 5
9.18 6
11.78 6
4.36 4
6.81 6
10.82 6
13.93 6
24 2.82 3
4.53 3
8.00 5
10.64 6
3.22 3
5.56 4
9.50 5
12.71 6
12 3.04 3
4.38 4
7.17 6
9.26 6
3.46 3
5.31 5
8.48 6
11.01 6
12 16 2.40 2
3.69 2
6.46 4
8.57 5
2.77 2
4.56 3
7.69 5
10.26 6
24 1.28 1
2.50 2
5.21 2
7.33 3
1.56 1
3.26 2
6.28 3
8.91 4
12 1.84 2
2.86 2
5.03 3
6.68 4
2.18 2
3.53 3
5.98 4
8.00 5
14 16 1.23 1
2.20 2
4.34 2
6.00 3
1.51 1
2.81 2
5.20 3
7.26 3
24 0.19 1
1.08 1
3.14 1
4.80 2
0.35 1
1.59 1
3.86 2
5.94 2
12 1.02 1
1.80 1
3.51 2
4.83 2
1.26 1
2.29 2
4.20 2
5.83 3
16 16 0.46 1
1.19 1
2.85 1
4.18 2
0.62 1
1.62 1
3.47 2
5.12 2
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.40 5
1.04 6
2.50 6
3.72 6
5.49 0.70 6
1.50 6
3.32 6
4.81 6
7.82 6
9.90 6
24 0.00 0.41 4
1.90 5
3.07 6
4.96 0.05 4
0.81 5
2.66 6
4.10 6
7.13 6
9.18 6
12 0.44 5
1.06 6
2.43 6
3.63 6
5.47 0.73 5
1.49 6
3.20 6
4.61 6
7.41 6
9.35 6
9 16 0.07 3
0.67 4
2.06 6
3.21 6
5.12 0.33 4
1.07 5
2.78 6
4.16 6
6.98 6
8.89 6
12 0.17 3
0.74 4
2.03 5
3.11 6
5.12 0.41 4
1.12 5
2.70 6
3.99 6
6.58 6
8.33 6
10 16 0.00 0.30 3
1.61 4
2.65 5
4.68 0.00 0.64 4
2.24 5
3.48 6
6.08 6
7.80 6
12 0.00 0.14 2
1.25 3
2.09 4
3.98 0.00 0.43 3
1.75 3
2.76 4
4.88 6
6.26 5
24 0.00 0.00 0.00 0.00 0.46 0.00 0.00 0.00 0.00 0.86 1
1.54 1
8 16 0.97 6
2.06 6
4.28 6
6.14 6
9.68 6
12.06 6
2.38 6
4.74 6
7.04 6
11.33 6
14.06 6
24 0.26 4
1.30 6
3.52 6
5.37 6
8.95 6
11.30 6
1.58 6
3.95 6
6.19 6
10.55 6
13.27 6
12 0.99 6
2.03 6
4.09 6
5.84 6
9.14 6
11.35 6
2.36 6
4.62 6
6.78 6
10.70 6
13.25 6
9 16 0.55 5
1.56 6
3.61 6
5.35 6
8.67 6
10.87 6
1.85 5
4.12 6
6.24 6
10.20 6
12.75 6
24 0.00 0.70 4
2.73 5
4.45 6
7.80 6
9.96 6
0.92 3
3.18 4
5.22 5
9.27 6
11.80 6
12 0.64 5
1.59 6
3.47 6
5.09 6
8.14 6
10.17 6
1.90 5
4.02 6
5.98 6
9.59 6
11.94 6
10 16 0.15 3
1.07 4
2.94 6
4.54 6
7.61 6
9.61 6
1.33 4
3.44 4
5.35 6
9.01 6
11.36 6
24 0.00 0.13 3
1.98 4
3.54 4
6.62 6
8.56 5
0.30 2
2.39 3
4.22 4
7.94 5
10.26 6
12 0.00 0.78 3
2.31 4
3.62 5
6.14 6
7.76 6
1.01 3
2.80 3
4.29 4
7.33 6
9.27 6
12 16 0.00 0.20 2
1.73 3
3.00 4
5.52 5
7.11 4
0.36 2
2.14 2
3.59 3
6.66 4
8.58 5
12 0.00 0.13 2
1.36 2
2.36 3
4.37 4
5.61 4
0.26 1
1.69 2
2.83 2
5.31 4
6.83 4
8 16 6.30 6
9.16 6
14.12 6
17.56 6
6.81 6
10.33 6
16.41 6
20.43 6
24 5.46 6
8.22 6
13.20 6
16.71 6
5.95 6
9.38 6
15.40 6
19.54 6
12 6.04 6
8.75 6
13.28 6
16.50 6
6.55 6
9.90 6
15.43 6
19.20 6
9 16 5.51 6
8.15 6
12.70 6
15.97 6
6.01 6
9.30 6
14.79 6
18.63 6
24 4.52 5
7.03 6
11.60 6
14.93 6
4.99 5
8.15 6
13.58 6
17.54 6
12 5.29 6
7.70 6
11.89 6
14.92 6
5.80 6
8.88 6
13.84 6
17.40 6
10 16 4.69 5
7.02 6
11.22 6
14.28 6
5.17 6
8.17 6
13.10 6
16.72 6
24 3.58 3
5.77 4
9.96 6
13.09 6
4.02 4
6.87 5
11.72 6
15.45 6
12 3.82 4
5.65 5
9.11 6
11.68 6
4.28 4
6.74 6
10.67 6
13.73 6
12 16 3.12 3
4.87 4
8.32 5
10.91 6
3.54 3
5.91 4
9.79 6
12.91 6
24 1.91 2
3.52 2
6.91 3
9.53 4
2.25 2
4.45 3
8.23 4
11.41 5
12 2.54 2
3.86 3
6.63 4
8.71 5
2.91 3
4.71 3
7.82 5
10.34 6
14 16 1.83 2
3.10 2
5.83 3
7.92 4
2.15 2
3.88 2
6.93 4
9.48 4
24 0.63 1
1.79 1
4.43 2
6.53 2
0.85 1
2.45 1
5.37 2
7.97 3
12 1.52 1
2.52 2
4.71 3
6.39 3
1.82 1
3.15 2
5.60 3
7.65 4
16 16 0.86 1
1.81 1
3.96 2
5.63 2
1.09 1
2.38 1
4.75 2
6.82 3
24 0.00 0.50 1
2.65 1
4.32 1
0.00 1
1.06 1
3.29 1
5.39 2
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.35 6
2.41 6
4.70 6
6.55 6
10.41 6
1.73 6
3.06 6
6.06 6
8.55 6
13.95 6
24 0.79 6
1.88 6
4.19 6
6.05 6
9.91 6
1.15 6
2.44 6
5.44 6
7.96 6
13.00
12 1.38 6
2.42 6
4.69 6
6.56 6
10.42 6
1.75 6
3.06 6
5.97 6
8.40 6
13.68 6
9 16 1.03 6
2.09 6
4.36 6
6.23 6
10.08 6
1.38 6
2.67 6
5.57 6
8.02 6
13.29 6
24 0.35 6
1.44 6
3.72 6
5.59 6
9.43 6
0.68 5
1.91 6
4.80 6
7.28 6
12.53 6
12 1.10 6
2.14 6
4.35 6
6.26 6
10.11 6
1.46 6
2.71 6
5.51 6
7.89 6
13.01 6
10 16 6.85 6
1.74 6
3.95 6
5.85 6
9.69 6
1.02 5
2.24 6
5.03 6
7.42 6
12.53 6
24 0.00 0.97 5
3.18 6
5.07 6
8.87 6
0.21 3
1.35 4
4.11 5
6.53 6
11.59 6
12 0.52 5
1.51 6
3.54 6
5.32 6
9.29 6
0.83 4
1.94 5
4.45 6
6.68 6
11.40 6
12 16 0.00 0.99 5
3.01 6
4.76 6
8.67 6
0.28 3
1.34 4
3.82 5
6.05 6
10.70 6
24 0.00 0.04 3
2.04 4
3.74 5
7.50 6
0.00 2
0.24 2
2.68 3
4.90 4
9.44 5
12 0.00 0.86 4
2.66 5
4.24 6
7.72 6
0.21 2
1.17 3
3.35 4
5.34 5
9.48 6
14 16 0.00 0.26 3
2.05 3
3.59 4
6.96 6
0.00 2
0.48 2
2.63 3
4.61 3
8.66 5
12 0.00 0.28 2
1.83 3
3.18 4
6.10 5
0.00 1
0.47 2
2.33 2
4.06 3
7.58 4
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.97 6
1.73 6
3.15 6
4.40 6
6.99 6
1.47 6
2.53 6
4.79 6
6.65 6
10.61 6
13.42 6
24 0.53 6
1.30 6
2.78 6
4.04 6
6.67 6
0.95 6
2.05 6
4.33 6
6.21 6
10.17 6
12.96 6
12 1.01 6
1.76 6
3.17 6
4.42 6
7.00 6
1.51 6
2.56 6
4.81 6
6.67 6
10.62 6
13.43 6
9 16 0.73 6
1.48 6
2.93 6
4.18 6
6.80 6
1.18 6
2.25 6
4.51 6
6.38 6
10.34 6
13.13 6
24 0.19 6
0.95 6
2.47 6
3.72 6
6.39 6
0.54 6
1.65 6
3.94 6
5.81 6
9.77 6
12.54 6
12 0.80 6
1.55 6
2.98 6
4.23 6
6.83 6
1.26 6
2.32 6
4.57 6
6.42 6
10.37 6
13.16 6
10 16 0.47 6
1.22 6
2.69 6
3.94 6
6.58 6
0.86 6
1.94 6
4.20 6
6.06 6
10.01 6
12.78 6
24 0.00 0.57 6
2.12 6
3.37 6
6.07 6
0.11 5
1.22 6
3.49 6
5.36 6
9.30 6
12.03 6
12 0.35 5
1.08 6
2.54 6
3.78 6
6.41 6
0.70 6
1.75 6
3.94 6
5.82 6
9.73 6
12.46 6
12 16 0.00 0.63 5
2.13 6
3.36 6
6.03 6
0.19 4
1.24 6
3.43 6
5.29 6
9.18 6
11.88 6
12 0.00 0.57 4
2.02 5
3.22 6
5.87 6
0.14 4
1.12 5
3.11 6
4.87 6
8.83 6
11.50 6
14 16 0.00 0.01 3
1.50 4
2.68 5
5.35 6
0.00 0.52 3
2.49 4
4.21 6
8.09 6
10.69 6
12 0.00 0.05 3
1.47 3
2.61 4
5.21 6
0.00 0.51 3
2.28 4
3.82 5
7.28 6
9.82 6
8 16 1.88 6
3.27 6
6.42 6
9.00 6
14.67 6
19.02 6
3.59 6
6.63 6
9.96 6
17.19 6
22.26 6
24 1.34 6
2.69 6
5.84 6
8.45 6
14.12 6
18.44 6
3.00 6
6.07 6
9.35 6
16.58 6
21.64 6
12 1.90 6
3.27 6
6.35 6
8.89 6
14.48 6
18.85 6
3.60 6
6.58 6
9.84 6
16.91 6
21.88 6
9 16 1.56 6
2.91 6
5.98 6
8.54 6
14.12 6
18.47 6
3.22 6
6.22 6
8.45 6
16.51 6
21.48 6
24 0.90 6
2.20 6
5.26 6
7.85 6
13.42 6
17.72 6
2.49 6
5.52 6
8.68 6
15.73 6
20.68 6
12 1.63 6
2.96 6
5.94 6
8.45 6
13.91 6
18.17 6
3.28 6
6.20 6
9.35 6
16.22 6
21.06 6
10 16 1.22 6
2.51 6
5.49 6
8.01 6
13.47 6
17.69 6
2.82 6
5.75 6
8.86 6
15.72 6
20.55 6
24 0.44 6
1.67 6
4.62 6
7.18 6
12.60 6
16.75 6
1.95 6
4.90 6
7.92 6
14.76 6
19.56 6
12 1.03 6
2.24 6
4.98 6
7.37 6
12.50 6
16.42 6
2.55 6
5.29 6
8.18 6
14.53 6
19.03 6
12 16 0.50 5
1.66 6
4.37 6
6.77 6
11.86 6
15.73 6
1.94 5
4.69 6
7.51 6
13.82 6
18.30 6
24 0.00 0.57 4
3.24 5
5.65 6
10.65 6
14.41 6
0.80 3
3.56 4
6.24 5
12.49 6
16.90 6
12 0.42 4
1.48 6
3.92 6
6.12 6
10.77 6
14.26 6
1.76 4
4.30 6
6.85 6
12.53 6
16.60 6
14 16 0.00 0.79 4
3.19 5
5.39 6
9.97 6
13.37 6
1.03 3
3.56 4
6.02 5
11.54 6
15.66 6
12 0.00 0.76 4
2.88 5
4.84 6
8.92 6
11.92 6
1.00 3
3.32 3
5.51 5
10.43 6
13.98 6
16 16 0.00 0.00 3
2.09 3
4.03 4
8.01 6
10.90 5
0.17 2
2.47 3
4.56 3
9.40 5
12.89 6
8 16 8.62 6
11.93 6
20.89 6
26.90 6
9.17 6
13.62 6
22.79 6
30.59 6
24 8.01 6
11.31 6
20.20 6
26.25 6
8.58 6
12.98 6
22.09 6
29.91 6
12 8.52 6
11.78 6
20.48 6
26.36 6
9.06 6
13.45 6
22.43 6
29.93 6
9 16 8.13 6
11.38 6
20.03 6
25.94 6
8.68 6
13.03 6
21.98 6
29.49 6
24 7.35 6
10.60 6
19.15 6
25.10 6
7.93 6
12.21 6
21.09 6
28.62 6
12 8.05 6
11.24 6
19.60 6
25.34 6
8.60 6
12.87 6
21.62 6
28.78 6
10 16 7.57 6
10.75 6
19.04 6
24.81 6
8.13 6
12.35 6
21.06 6
28.23 6
24 6.63 6
9.79 6
17.95 6
23.78 6
7.22 6
11.35 6
19.95 6
27.15 6
12 6.96 6
10.05 6
17.52 6
22.92 6
7.52 6
11.50 6
19.73 6
26.07 6
12 16 6.29 6
9.35 6
16.73 6
22.15 6
6.87 6
10.78 6
18.91 6
25.27 6
24 5.04 5
8.03 6
15.22 6
20.69 6
5.64 6
9.39 6
17.34 6
23.74 6
12 5.74 6
8.75 6
15.13 6
20.08 6
6.31 6
9.93 6
17.40 6
22.94 6
14 16 4.91 5
7.85 6
14.12 6
19.09 6
5.49 5
9.00 6
16.33 6
21.89 6
24 3.43 3
6.21 4
12.26 6
17.24 6
4.01 3
7.29 4
14.34 6
19.94 6
12 4.49 4
7.21 5
12.63 6
17.06 6
5.05 5
8.25 6
14.62 6
19.60 6
16 16 3.57 3
6.18 4
11.47 6
15.89 6
4.13 3
7.18 4
13.38 6
18.36 6
24 1.94 2
4.34 2
9.41 4
13.80 4
2.48 2
5.26 3
11.17 4
16.12 5
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 1.14* 6
1.88 6
3.12 6
4.32 6
6.81 6
1.71* 6
2.70 6
4.84 6
6.67 6
10.69 6
13.81 6
24 0.82* 6
1.57 6
2.87 6
4.08 6
6.59 6
1.33* 6
2.33 6
4.50 6
6.34 6
10.37 6
13.53 6
12 1.17* 6
1.91 6
3.14 6
4.34 6
6.83 6
1.75* 6
2.73 6
4.87 6
6.69 6
10.71 6
13.83 6
9 16 0.96* 6
1.71 6
2.98 6
4.18 6
6.68 6
1.50* 6
2.50 6
4.65 6
6.48 6
10.51 6
13.65 6
24 0.56* 6
1.32 6
2.66 6
3.88 6
6.39 6
1.02* 6
2.03 6
4.22 6
6.07 6
10.09 6
13.29 6
12 1.02* 6
1.76 6
3.02 6
4.22 6
6.72 6
1.57* 6
2.56 6
4.70 6
6.53 6
10.55 6
13.69 6
10 16 0.77* 6
1.52 6
2.83 6
4.03 6
6.54 6
1.27* 6
2.27 6
4.43 6
6.27 6
10.29 6
13.46 6
24 0.28* 6
1.04 6
2.43 6
3.65 6
6.18 6
0.68* 6
1.70 6
3.91 6
5.75 6
9.78 6
13.01 6
12 0.68* 6
1.43 6
2.74 6
3.95 6
6.45 6
1.16* 6
2.15 6
4.31 6
6.14 6
10.16 6
13.33 6
12 16 0.33* 6
1.09 6
2.46 6
3.67 6
6.19 6
0.74* 6
1.74 6
3.93 6
5.76 6
9.77 6
12.99 6
24 0.00* 0.42 6
1.90 6
3.12 6
5.66 6
0.00* 0.94 6
3.17 6
5.01 6
9.02 6
12.32 6
12 0.29* 6
1.04 6
2.40 6
3.61 6
6.12 6
0.69* 6
1.68 6
3.84 6
5.66 6
9.65 6
12.88 6
14 16 0.00* 0.59 6
2.02 6
3.24 6
5.76 6
0.15* 5
1.14 6
3.32 6
5.14 6
9.12 6
12.40 6
12 0.00* 0.61 6
2.02 6
3.22 6
5.73 6
0.19* 5
1.15 6
3.29 6
5.09 6
9.03 6
12.29 6
16 16 0.00* 0.06 4
1.53 5
2.73 6
5.24 6
0.00* 0.49 5
2.63 6
4.42 6
8.33 6
11.65 6
8 16 2.23* 6
3.71 6
6.99 6
9.60 6
15.33 6
19.82 6
4.10 6
7.42 6
11.00 6
18.99 6
25.08 6
24 1.82* 6
3.28 6
6.57 6
9.21 6
14.96 6
19.45 6
3.65 6
6.99 6
10.55 6
18.55 6
24.63 6
12 2.27* 6
3.74 6
7.02 6
9.63 6
15.35 6
19.84 6
4.13 6
7.42 6
10.99 6
18.93 6
25.02 6
9 16 2.01* 6
3.47 6
6.75 6
9.38 6
15.11 6
19.60 6
3.84 6
7.14 6
10.70 6
18.65 6
24.73 6
24 1.49* 6
2.92 6
6.21 6
8.88 6
14.63 6
19.13 6
3.28 6
6.60 6
10.12 6
18.08 6
24.15 6
12 2.07* 6
3.54 6
6.81 6
9.43 6
15.16 6
19.65 6
3.90 6
7.17 6
10.71 6
18.60 6
24.59 6
10 16 1.75* 6
3.20 6
6.47 6
9.12 6
14.85 6
19.35 6
3.55 6
6.83 6
10.35 6
18.24 6
24.23 6
24 1.12* 6
2.53 6
5.80 6
8.50 6
14.25 6
18.75 6
2.86 6
6.16 6
9.64 6
17.53 6
23.51 6
12 1.63* 6
3.05 6
6.30 6
8.95 6
14.68 6
19.16 6
3.37 6
6.56 6
10.03 6
17.76 6
23.47 6
12 16 1.17* 6
2.57 6
5.81 6
8.49 6
14.22 6
18.71 6
2.87 6
6.08 6
9.50 6
17.23 6
22.93 6
24 0.30* 6
1.64 6
4.85 6
7.59 6
13.33 6
17.82 6
1.91 6
5.14 6
8.48 6
16.18 6
21.87 6
12 1.10* 6
2.46 6
5.59 6
8.29 6
14.05 6
18.52 6
2.74 6
5.82 6
9.12 6
16.56 6
21.96 6
14 16 0.52* 6
1.83 6
4.94 6
7.66 6
13.41 6
17.87 6
2.10 6
5.18 6
8.42 6
15.84 6
21.22 6
24 0.00* 0.64 6
3.69 6
6.45 6
12.17 6
16.61 6
0.87 4
3.96 5
7.07 6
14.43 6
19.78 6
12 0.54* 6
1.79 6
4.71 6
7.30 6
12.92 6
17.45 6
2.06 6
4.98 6
8.03 6
15.00 6
20.10 6
16 16 0.00* 1.03 6
3.91 6
6.52 6
12.09 6
16.58 6
1.27 4
4.19 5
7.15 6
14.08 6
19.14 6
8 16 9.60 6
13.17 6
22.96 6
30.40 6
10.16 6
14.92 6
25.06 6
33.58 6
24 9.14 6
12.71 6
22.46 6
29.92 6
9.71 6
14.44 6
24.56 6
33.06 6
12 9.57 6
13.12 6
22.85 6
30.16 6
10.12 6
14.86 6
24.95 6
33.37 6
9 16 9.28 6
12.83 6
22.52 6
29.85 6
9.83 6
14.55 6
24.63 6
33.03 6
24 8.69 6
12.24 6
21.88 6
29.24 6
9.26 6
13.94 6
23.99 6
32.36 6
12 9.27 6
12.79 6
22.42 6
29.58 6
9.81 6
14.50 6
24.53 6
32.81 6
10 16 8.90 6
12.42 6
22.02 6
29.20 6
9.45 6
14.12 6
24.13 6
32.39 6
24 8.17 6
11.70 6
21.21 6
28.44 6
8.75 6
13.36 6
23.33 6
31.55 6
12 8.53 6
11.98 6
21.36 6
28.13 6
9.08 6
13.64 6
23.31 6
31.45 6
12 16 8.01 6
11.45 6
20.76 6
27.56 6
8.57 6
13.08 6
22.71 6
30.82 6
24 6.98 6
10.41 6
19.59 6
26.45 6
7.57 6
12.00 6
21.54 6
29.58 6
12 7.64 6
10.98 6
19.90 6
26.27 6
8.20 6
12.56 6
21.80 6
29.55 6
14 16 6.94 6
10.26 6
19.09 6
25.49 6
7.52 6
11.82 6
20.99 6
28.68 6
24 5.61 6
8.89 6
17.50 6
23.98 6
6.22 6
10.38 6
19.40 6
26.97 6
12 6.64 6
9.81 6
18.01 6
24.08 6
7.20 6
11.32 6
20.06 6
27.06 6
16 16 5.77 6
8.92 6
16.97 6
23.07 6
6.36 6
10.37 6
19.01 6
25.93 6
24 4.16 4
7.24 5
15.01 6
21.16 6
4.78 4
8.59 6
17.01 6
23.78 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
24 0.00* 7
2.11 3.92 7.88 10.32 6
0.49* 3.59 6.14 11.80 16.09 6
8 16 4.33* 6
7.67 6
11.30 6
19.32 6
25.29 6
10.09 6
13.77 6
23.95 6
32.02 6
24 3.97* 6
7.34 6
10.95 6
18.98 6
24.93 6
9.72 6
13.41 6
23.56 6
31.65 6
12 4.36* 6
7.70 6
11.32 6
19.34 6
25.32 6
10.09 6
13.76 6
23.91 6
31.92 6
9 16 4.13* 6
7.49 6
11.10 6
19.13 6
25.08 6
9.85 6
13.53 6
23.66 6
31.69 6
24 3.68* 6
7.06 6
10.65 6
18.70 6
24.62 6
9.38 6
13.07 6
23.17 6
31.22 6
12 4.20* 6
7.54 6
11.16 6
19.18 6
25.14 6
9.88 6
13.54 6
23.64 6
31.59 6
10 16 3.91* 6
7.28 6
10.88 6
18.91 6
24.84 6
9.58 6
13.25 6
23.33 6
31.29 6
24 3.36* 6
6.75 6
10.32 6
18.37 6
24.26 6
9.00 6
12.68 6
22.71 6
30.70 6
12 3.81* 6
7.16 6
10.75 6
18.78 6
24.70 6
9.36 6
12.99 6
22.95 6
30.71 6
12 16 3.40* 6
6.77 6
10.34 6
18.38 6
24.26 6
8.93 6
12.57 6
22.49 6
30.28 6
24 2.60* 6
6.01 6
9.53 6
17.58 6
23.39 6
8.09 11.74 6
21.59 6
29.41 6
12 3.33* 6
6.67 6
10.23 6
18.27 6
24.13 6
8.71 6
12.29 6
22.05 6
29.52 6
14 16 2.78* 6
6.14 6
9.66 6
17.71 6
23.52 6
8.14 6
11.72 6
21.42 6
28.92 6
24 1.72* 6
5.10 6
8.55 6
16.61 6
22.30 6
7.01 6
10.60 6
20.17 6
27.73 6
12 2.77* 6
6.03 6
9.50 6
17.45 6
23.21 6
7.94 6
11.44 6
20.94 6
28.01 6
16 16 2.08* 6
5.35 6
8.77 6
16.70 6
22.39 6
7.21 6
10.71 6
20.11 6
27.22 6
24 0.76* 5
4.04 6
7.35 6
15.25 6
20.78 6
5.79 6
9.27 6
18.49 6
25.67 6
8 16 10.66 6
15.57 6
26.02 6
35.19 6
24 10.30 6
15.19 6
25.63 6
34.81 6
12 10.65 6
15.55 6
25.97 6
35.09 6
9 16 10.42 6
15.31 6
25.73 6
34.84 6
24 9.97 6
14.83 6
25.23 6
34.36 6
12 10.43 6
15.30 6
25.70 6
34.74 6
10 16 10.15 6
15.00 6
25.39 6
34.44 6
24 9.59 6
14.41 6
24.77 6
33.84 6
12 9.91 6
14.71 6
25.01 6
33.87 6
12 16 9.50 6
14.27 6
24.55 6
33.42 6
24 8.69 6
13.41 6
23.65 6
32.54 6
12 9.26 6
13.95 6
24.12 6
32.74 6
14 16 8.71 6
13.36 6
23.49 6
32.12 6
24 7.62 2
12.19 6
22.24 6
30.89 6
12 8.50 6
13.06 6
22.88 6
31.38 6
16 16 7.79 6
12.29 6
22.05 6
30.55 6
24 6.41 6
10.79 6
20.43 6
28.93 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 4.59* 6
6.28 6
10.05 6
6.27* 6
9.22 6
15.04 6
24 4.38* 6
6.08 6
9.87 6
6.04* 6
8.97 6
14.80 6
12 4.61* 6
6.30 6
10.07 6
6.30* 6
9.25 6
15.06 6
9 16 4.48* 6
6.17 6
9.95 6
6.15* 6
9.38 6
14.91 6
24 4.21* 6
5.92 6
9.72 6
5.85* 6
9.10 6
14.60 6
12 4.51* 6
6.21 6
9.99 6
6.19* 6
9.13 6
14.95 6
10 16 4.35* 6
6.05 6
9.84 6
6.01* 6
8.93 6
14.76 6
24 4.02* 6
5.74 6
9.55 6
5.64* 6
8.54 6
14.37 6
12 4.29* 6
6.00 6
9.79 6
5.95* 6
8.86 6
14.68 6
12 16 4.05* 6
5.77 6
9.57 6
5.68* 6
8.57 6
14.40 6
24 3.58* 6
5.32 6
9.15 6
5.15* 6
8.00 6
13.84 6
12 4.02* 6
5.74 6
9.54 6
5.66* 6
8.52 6
14.35 6
14 16 3.69* 6
5.43 6
9.25 6
5.30* 6
8.13 6
13.96 6
24 3.05* 6
4.82 6
8.67 6
4.57* 6
7.34 6
13.19 6
12 3.70* 6
5.43 6
9.25 6
5.33* 6
8.13 6
13.95 6
16 16 3.28* 6
5.03 6
8.87 6
4.85* 6
7.61 6
13.43 6
24 2.45* 6
4.23 6
8.11 6
3.91* 6
6.58 6
12.41 6
8 16 7.25* 6
10.64 6
18.99 6
10.05* 6
13.96 6
24.17 6
24 6.99* 6
10.37 6
18.70 6
9.75* 6
13.66 6
23.86 6
12 7.27* 6
10.66 6
19.01 6
10.07* 6
13.98 6
24.20 6
9 16 7.11* 6
10.49 6
18.83 6
9.88* 6
13.79 6
24.00 6
24 6.79* 6
10.15 6
18.47 6
9.50* 6
13.41 6
23.60 6
12 7.16* 6
10.53 6
18.88 6
9.93* 6
13.84 6
24.05 6
10 16 6.96* 6
10.32 6
18.65 6
9.70* 6
13.61 6
23.80 6
24 6.56* 6
9.90 6
18.20 6
9.22* 6
13.14 6
23.30 6
12 6.90* 6
10.24 6
18.56 6
9.60* 6
13.51 6
23.69 6
12 16 6.61* 6
9.93 6
18.22 6
9.26* 6
13.17 6
23.33 6
24 6.04* 6
9.31 6
17.56 6
8.57* 6
12.48 6
22.60 6
12 6.59* 6
9.88 6
18.16 6
9.20* 6
13.03 6
23.19 6
14 16 6.20* 6
9.45 6
17.69 6
8.72* 6
12.56 6
22.68 6
24 5.42* 6
8.60 6
16.77 6
7.78* 6
11.62 6
21.67 6
12 6.23* 6
9.45 6
17.67 6
8.72* 6
12.40 6
22.40 6
16 16 5.72* 6
8.88 6
17.06 6
8.09* 6
11.79 6
21.72 6
24 4.70* 6
7.77 6
15.84 6
6.87* 6
10.57 6
20.40 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
24 0.00 0.00 0.00 0.00 0.40 0.00 0.00 0.00 0.02 0.74
12 0.00 0.00 0.00 0.22 0.70 0.00 0.00 0.09 0.39 0.99 1
12 16 0.00 0.00 0.00 0.00 0.35 0.00 0.00 0.00 0.06 0.61
24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
12 0.00 0.00 0.00 0.00 0.25 0.00 0.00 0.00 0.03 0.44
14 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10
24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10
16 16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8 16 0.00 0.65 4
2.20 5
3.26 6
5.69 6
0.17 2
1.08 3
2.91 4
4.32 5
7.17 6
12 0.07 3
0.69 4
2.08 5
3.06 6
5.28 6
0.25 2
1.09 3
2.75 4
4.03 5
6.63 6
9 16 0.00 0.17 3
1.60 3
2.55 4
4.75 6
0.00 0.52 2
2.18 3
3.46 3
6.06 5
12 0.00 0.29 3
1.56 3
2.43 4
4.41 6
0.00 0.63 2
2.10 3
3.26 3
5.60 5
8 16 0.00 0.38 4
1.71 5
2.67 6
4.59 5
0.06 3
0.75 4
2.37 5
3.54 6
6.11 6
7.90 6
12 0.00 0.44 3
1.66 4
2.55 5
4.56 5
0.13 3
0.78 4
2.27 5
3.34 6
5.71 6
7.33 6
12 0.00 0.09 2
1.22 3
2.01 4
3.91 4
0.00 0.38 3
1.74 4
2.69 5
4.82 6
6.24 5
24 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.44 1
1.09 1
16 16 0.00 0.00 0.00 0.00 0.31 0.00 0.00 0.00 0.00 0.64 1
1.16 1
24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.25 4
1.20 5
3.14 6
4.67 6
7.68 6
9.73 6
1.47 4
3.64 5
5.50 6
9.07 6
11.44 6
24 0.00 0.26 3
2.19 4
3.72 4
6.76 6
8.75 6
0.45 3
2.62 3
4.43 4
8.09 6
10.43 6
12 0.32 4
1.21 5
2.97 6
4.37 6
7.14 6
9.01 6
1.49 4
3.49 5
5.15 6
8.44 6
10.62 6
9 16 0.00 0.64 4
2.40 4
3.79 6
6.57 6
8.41 6
0.86 3
2.86 4
4.49 5
7.83 6
10.00 6
12 0.00 0.74 3
2.32 4
3.58 5
6.10 6
7.76 6
0.97 3
2.81 3
4.24 4
7.28 6
9.24 6
10 16 0.00 0.13 2
1.71 3
2.95 4
5.47 6
7.09 4
0.28 2
2.12 2
3.54 3
6.60 4
8.54 5
24 0.00 0.00 0.00 0.00 0.11 0.71 0.00 0.00 0.00 0.43 1.23
8 16 4.98 6
7.33 6
11.48 6
14.55 6
5.48 6
8.52 6
13.50 6
17.15 6
24 3.89 4
6.13 6
10.31 6
13.45 6
4.35 4
7.27 6
12.20 6
15.97 6
12 4.72 6
6.82 6
10.65 6
13.47 6
5.22 6
8.00 6
12.51 6
15.87 6
9 16 4.05 4
6.09 5
9.92 6
12.79 6
4.52 5
7.23 6
11.70 6
15.13 6
24 2.83 3
4.75 3
8.57 5
11.50 6
3.25 3
5.81 4
10.21 6
13.76 6
12 3.89 4
5.69 5
9.18 6
11.78 6
4.36 4
6.81 6
10.82 6
13.93 6
10 16 3.16 3
4.90 4
8.37 5
11.01 6
3.59 3
5.96 4
9.92 6
13.10 6
24 1.87 2
3.49 2
6.92 3
9.59 4
2.21 2
4.43 3
8.30 4
11.57 5
12 2.40 2
3.69 3
6.46 4
8.57 5
2.77 2
4.56 3
7.69 5
10.26 6
12 16 1.63 1
2.88 2
5.60 3
7.72 4
1.94 2
3.67 2
6.73 3
9.34 4
24 0.32 1
1.46 1
4.11 2
6.23 2
0.52 1
2.13 1
5.05 2
7.71 3
12 1.23 1
2.20 2
4.34 2
6.00 3
1.51 1
2.81 2
5.20 3
7.26 3
14 16 0.51 1
1.43 1
3.52 2
5.18 2
0.71 1
1.97 1
4.28 2
6.36 2
24 0.00 0.12 1
2.10 1
3.76 1
0.00 0.54 1
2.70 1
4.81 1
12 0.46 1
1.19 1
2.85 1
4.18 2
0.62 1
1.62 1
3.47 2
5.12 2
16 16 0.00 0.48 1
2.09 1
3.41 1
0.00 0.85 1
2.61 1
4.28 1
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.00 0.62 5
2.10 6
3.28 6
5.13 0.26 4
1.03 6
2.87 6
4.33 6
7.36 6
9.42 6
12 0.07 3
0.67 4
2.06 6
3.21 6
5.12 0.33 4
1.07 5
2.78 6
4.16 6
6.98 6
8.89 6
9 16 0.00 0.18 3
1.59 4
2.70 5
4.67 0.00 0.53 4
2.26 5
3.60 6
6.42 6
8.30 6
12 0.00 0.30 3
1.61 4
2.65 5
4.68 0.00 0.64 4
2.24 5
3.48 6
6.08 6
7.80 6
24 0.00 0.00 0.00 0.00 0.51 0.00 0.00 0.00 0.00 1.02 1
1.87 1
16 16 0.00 0.00 0.00 0.00 0.72 0.00 0.00 0.00 0.00 1.15 1
1.84 1
24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.71
8 16 0.49 5
1.55 6
3.76 6
5.62 6
9.19 6
11.55 6
1.84 5
4.21 6
6.47 6
10.81 6
13.53 6
24 0.00 0.61 4
2.80 5
4.64 6
8.25 6
10.57 6
0.83 3
3.21 4
5.39 5
9.81 6
12.52 6
12 0.55 5
1.56 6
3.61 6
5.35 6
8.67 6
10.87 6
1.85 5
4.12 6
6.24 6
10.20 6
12.75 6
9 16 0.00 0.98 5
3.01 6
4.74 6
8.08 6
10.25 6
1.22 4
3.48 5
5.55 6
9.57 6
12.11 6
12 0.15 3
1.07 4
2.94 6
4.54 6
7.61 6
9.61 6
1.33 4
3.44 4
5.35 6
9.01 6
11.36 6
10 16 0.00 0.43 3
2.29 4
3.86 5
6.94 6
8.90 6
0.63 3
2.73 3
4.58 4
8.29 6
10.62 6
12 0.00 0.20 2
1.73 3
3.00 4
5.52 5
7.11 4
0.36 2
2.14 2
3.59 3
6.66 4
8.58 5
8 16 5.74 6
8.53 6
13.50 6
16.99 6
6.23 6
9.69 6
15.73 6
19.83 6
24 4.67 5
7.33 6
12.32 6
15.90 6
5.14 6
8.48 6
14.44 6
18.67 6
12 5.51 6
8.15 6
12.70 6
15.97 6
6.01 6
9.30 6
14.79 6
18.63 6
9 16 4.84 5
7.39 6
11.96 6
15.27 6
5.32 6
8.52 6
13.97 6
17.89 6
24 3.61 3
6.00 4
10.56 6
13.95 6
4.04 4
7.09 5
12.44 6
16.50 6
12 4.69 5
7.02 6
11.22 6
14.28 6
5.17 6
8.17 6
13.10 6
16.72 6
10 16 3.94 4
6.17 5
10.37 6
13.47 6
4.39 4
7.28 6
12.16 6
15.87 6
24 2.59 2
4.65 3
8.81 4
11.97 5
2.97 3
5.68 4
10.44 5
14.27 6
12 3.12 3
4.87 4
8.32 5
10.91 6
3.54 3
5.91 4
9.79 6
12.91 6
12 16 2.30 2
3.95 3
7.36 4
9.97 5
2.66 2
4.91 3
8.72 4
11.90 5
24 0.85 1
2.34 2
5.67 2
8.30 3
1.12 1
3.17 2
6.84 3
10.09 3
12 1.83 2
3.10 2
5.83 3
7.92 4
2.15 2
3.88 2
6.93 4
9.48 4
14 16 1.01 1
2.20 1
4.88 2
6.98 3
1.25 1
2.90 2
5.86 3
8.45 3
24 0.00 1
0.66 1
3.23 1
5.32 2
0.00 1
1.23 1
4.03 2
6.66 2
12 0.86 1
1.81 1
3.96 2
5.63 2
1.09 1
2.38 1
4.75 2
6.82 3
16 16 0.09 1
0.98 1
3.06 1
4.74 2
0.23 1
1.47 1
3.76 2
5.84 2
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.98 6
2.06 6
4.36 6
6.21 6
10.08 6
1.34 6
2.64 6
5.64 6
8.15 6
13.55 6
24 0.26 6
1.37 6
3.69 6
5.56 6
9.42 6
0.59 5
1.84 6
4.83 6
7.38 6
12.76 6
12 1.03 6
2.09 6
4.36 6
6.23 6
10.08 6
1.38 6
2.67 6
5.57 6
8.02 6
13.29 6
9 16 0.57 6
1.65 6
3.93 6
5.80 6
9.65 6
0.91 5
2.16 6
5.05 6
7.53 6
12.78 6
24 0.00 0.82 6
3.11 6
4.98 6
8.80 6
0.02 3
1.19 4
4.06 6
6.57 6
11.79 6
12 0.69 6
1.74 6
3.95 6
5.85 6
9.69 6
1.02 5
2.24 6
5.03 6
7.42 6
12.53 6
10 16 0.16 5
1.22 6
3.43 6
5.33 6
9.14 6
0.47 4
1.64 5
4.41 6
6.82 6
11.90 6
24 0.00 0.26 4
2.46 5
4.32 6
8.09 6
0.00 2
0.52 3
3.25 4
5.68 5
10.69 6
12 0.00 0.99 5
3.01 6
4.76 6
8.67 6
0.28 3
1.34 4
3.82 5
6.05 6
10.70 6
12 16 0.00 0.34 3
2.35 4
4.07 5
7.88 6
0.00 2
0.59 3
3.05 3
5.27 4
9.84 6
12 0.00 0.26 3
2.05 3
3.59 4
6.96 6
0.00 2
0.48 2
2.63 3
4.61 3
8.66 5
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.68 6
1.44 6
2.90 6
4.16 6
6.78 6
1.12 6
2.20 6
4.48 6
6.35 6
10.32 6
13.11 6
24 0.11 6
0.88 6
2.41 6
3.68 6
6.36 6
0.45 6
1.58 6
3.89 6
5.77 6
9.74 6
12.51 6
12 0.73 6
1.48 6
2.93 6
4.18 6
6.80 6
1.18 6
2.25 6
4.51 6
6.38 6
10.34 6
13.13 6
9 16 0.37 6
1.13 6
2.62 6
3.88 6
6.53 6
0.75 6
1.85 6
4.13 6
6.00 6
9.96 6
12.73 6
24 0.00 0.43 6
2.01 6
3.27 6
6.00 6
0.00 1.07 6
3.38 6
5.25 6
9.22 6
11.96 6
12 0.47 6
1.22 6
2.69 6
3.94 6
6.58 6
0.86 6
1.94 6
4.20 6
6.06 6
10.01 6
12.78 6
10 16 0.04 5
0.78 6
2.31 6
3.56 6
6.24 6
0.36 6
1.46 6
3.73 6
5.59 6
9.53 6
12..28 6
12 0.00 0.63 5
2.13 6
3.36 6
6.03 6
0.19 4
1.24 6
3.43 6
5.29 6
9.18 6
11.88 6
12 16 0.00 0.06 4
1.60 5
2.82 6
5.54 6
0.00 0.61 4
2.78 5
4.63 6
8.48 6
11.14 6
12 0.00 0.01 5
1.50 4
2.68 5
5.35 6
0.00 0.52 3
2.49 4
4.21 6
8.09 6
10.69 6
14 16 0.00 0.00 4
0.84 3
2.00 3
4.70 5
0.00 0.00 1.73 3
3.41 4
7.17 6
9.69 5
12 0.00 0.00 3
0.85 2
1.95 3
4.56 4
0.00 0.00 1.60 3
3.09 4
6.44 5
8.87 6
8 16 1.52 6
2.88 6
6.03 6
8.63 6
14.30 6
18.63 6
3.19 6.26 9.55 16.78 21.84 6
24 0.81 6
2.13 6
5.27 6
7.92 6
13.58 6
17.86 6
2.42 5.52 8.75 15.97 21.03 6
12 1.56 6
2.91 6
5.98 6
8.54 6
14.12 6
18.47 6
3.22 6.22 9.45 16.51 21.48 6
9 16 1.12 6
2.43 6
5.49 6
8.08 6
13.65 6
17.97 6
2.73 5.75 8.93 15.99 20.94 6
24 0.26 6
1.51 6
4.55 6
7.18 6
12.73 6
16.98 6
1.78 4.83 7.93 14.96 19.90 6
12 1.22 6
2.51 6
5.49 6
8.01 6
13.47 6
17.69 6
2.82 5.75 8.86 15.72 20.55 6
10 16 0.69 6
1.94 6
4.90 6
7.45 6
12.89 6
17.06 6
2.23 5.18 8.23 15.07 19.89 6
24 0.00 0.86 6
3.78 6
6.37 6
11.76 6
15.84 6
1.11 4.08 7.02 13.82 18.60 6
12 0.50 5
1.66 6
4.37 6
6.77 6
11.86 6
15.73 6
1.94 4.69 7.51 13.82 18.30 6
12 16 0.00 0.92 5
3.60 6
6.01 6
11.05 6
14.84 6
1.17 3.92 6.65 12.92 17.36 6
12 0.00 0.79 4
3.19 5
5.39 6
9.97 6
13.37 6
1.03 7
3.56 6.02 11.64 15.66 6
12 0.00 0.01 3
2.09 3
4.03 4
8.01 6
10.90 5
0.17 6
2.47 6
4.56 7
9.40 12.90 6
8 16 8.21 6
11.52 6
20.43 6
26.47 6
8.77 6
13.19 6
22.32 6
30.14 6
24 7.40 6
10.70 6
19.51 6
25.61 6
7.99 6
12.34 6
21.41 6
29.24 6
12 8.13 6
11.38 6
20.03 6
25.94 6
8.68 6
13.03 6
21.98 6
29.49 6
9 16 7.61 6
10.86 6
19.44 6
25.38 6
8.18 6
12.48 6
21.38 6
28.91 6
24 6.60 6
9.83 6
18.28 6
24.28 6
7.20 6
11.41 6
20.22 6
27.76 6
12 7.57 6
10.75 6
19.04 6
24.81 6
8.13 6
12.35 6
21.06 6
28.23 6
10 16 6.94 6
10.11 6
18.31 6
24.12 6
7.52 6
11.68 6
20.32 6
27.50 6
24 5.72 6
8.87 6
16.89 6
22.77 6
6.34 6
10.37 6
18.88 6
26.09 6
12 6.29 6
9.35 6
16.73 6
22.15 6
6.87 6
10.76 6
18.91 6
25.27 6
12 16 5.45 6
8.46 6
15.71 6
21.17 6
6.04 6
9.84 6
17.85 6
24.24 6
24 3.87 4
6.79 5
13.80 6
19.29 6
4.49 4
8.09 6
15.86 6
22.27 6
12 4.92 5
7.85 6
14.12 6
19.09 6
5.50 5
9.00 6
16.33 6
21.89 6
14 16 3.91 3
6.73 4
12.86 6
17.84 6
4.49 4
7.84 5
14.98 6
20.57 6
24 2.08 2
4.72 3
10.58 4
15.54 5
2.66 2
5.74 3
12.54 5
18.14 6
12 3.57 3
6.18 4
11.47 6
15.89 6
4.13 3
7.18 4
13.38 6
18.36 6
16 16 2.46 2
4.92 3
10.07 6
14.46 5
3.00 2
5.87 3
11.87 5
16.84 6
24 0.51 1
2.75 2
7.60 3
11.93 3
1.02 1
3.57 2
9.20 3
14.14 4
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 0.92* 6
1.67 6
2.95 6
4.16 6
6.66 6
1.46* 6
2.45 6
4.62 6
6.45 6
10.48 6
13.62 6
24 0.50* 6
1.26 6
2.62 6
3.84 6
6.36 6
0.95* 6
1.97 6
4.17 6
6.02 6
10.05 6
13.25 6
12 0.96* 6
1.71 6
2.98 6
4.18 6
6.68 6
1.50* 6
2.50 6
4.65 6
6.48 6
10.51 6
13.65 6
9 16 0.69* 6
1.45 6
2.77 6
3.98 6
6.49 6
1.18* 6
2.19 6
4.37 6
6.21 6
10.23 6
13.41 6
24 0.16* 6
0.94 6
2.35 6
3.57 6
6.11 6
0.55* 6
1.57 6
3.80 6
5.65 6
9.69 6
12.93 6
12 0.77* 6
1.52 6
2.83 6
4.03 6
6.54 6
1.27* 6
2.27 6
4.43 6
6.27 6
10.29 6
13.46 6
10 16 0.44* 6
1.20 6
2.56 6
3.78 6
6.30 6
0.88* 6
1.89 6
4.08 6
5.92 6
9.95 6
13.16 6
24 0.00* 0.58 6
2.04 6
3.28 6
5.82 6
0.11* 6
1.14 6
3.39 6
5.24 6
9.27 6
12.56 6
12 0.33* 6
1.09 6
2.46 6
3.67 6
6.19 6
0.74* 6
1.74 6
3.93 6
5.76 6
9.77 6
13.00 6
12 16 0.00 0.64 6
2.08 6
3.30 6
5.84 6
0.20* 6
1.21 6
3.42 6
5.26 6
9.27 6
12.55 6
12 0.00 0.59 6
2.02 6
3.24 6
5.76 6
0.15* 5
1.14 6
3.32 6
5.14 6
9.12 6
12.40 6
14 16 0.00 0.01 5
1.52 6
2.74 6
5.27 6
0.00 0.45 5
2.65 6
4.47 6
8.42 6
11.77 6
12 0.00 0.06 4
1.53 5
2.73 6
5.24 6
0.00 0.49 5
2.63 6
4.42 6
8.33 6
11.65 6
8 16 1.96* 6
3.42 6
6.71 6
9.34 6
15.08 6
19.58 6
3.80 6
7.13 6
10.70 6
18.69 6
24.78 6
24 1.41* 6
2.85 6
6.15 6
8.83 6
14.59 6
19.09 6
3.21 6
6.57 6
10.10 6
18.11 6
24.19 6
12 2.01* 6
3.47 6
6.75 6
9.38 6
15.11 6
19.60 6
3.84 6
7.14 6
10.70 6
18.65 6
24.73 6
9 16 1.66* 6
3.11 6
6.39 6
9.05 6
14.79 6
19.29 6
3.46 6
6.78 6
10.32 6
18.27 6
24.35 6
24 0.98* 6
2.39 6
5.67 6
8.39 6
14.16 6
18.66 6
2.72 6
6.07 6
9.55 6
17.51 6
23.58 6
12 1.75* 6
3.20 6
6.47 6
9.12 6
14.85 6
19.35 6
3.55 6
6.83 6
10.35 6
18.24 6
24.23 6
10 16 1.33* 6
2.75 6
6.02 6
8.70 6
14.45 6
18.95 6
3.09 6
6.38 6
9.87 6
17.77 6
23.75 6
24 0.51* 6
1.88 6
5.14 6
7.89 6
13.66 6
18.16 6
2.18 6
5.51 6
8.93 6
16.83 6
22.79 6
12 1.17* 6
2.57 6
5.81 6
8.49 6
14.22 6
18.71 6
2.87 6
6.08 6
9.50 6
17.23 6
22.93 6
12 16 0.59* 6
1.94 6
5.16 6
7.89 6
13.63 6
18.11 6
2.23 6
5.45 6
8.82 6
16.53 6
22.22 6
24 0.00 0.74 6
3.92 6
6.72 6
12.46 6
16.94 6
0.98 5
4.23 6
7.48 6
15.17 6
20.84 6
12 0.52* 6
1.83 6
4.94 6
7.66 6
13.41 6
17.87 6
2.10 6
5.18 6
8.42 6
15.84 6
21.22 6
14 16 0.00 1.03 6
4.10 6
6.85 6
12.58 6
17.02 6
1.27 5
4.36 6
7.51 6
14.89 6
20.26 6
12 0.00 1.03 6
3.91 6
6.52 6
12.09 6
16.58 6
1.27 4
4.19 5
7.15 6
14.08 6
19.14 6
16 16 0.00 0.09 4
2.91 5
5.53 6
11.04 6
15.48 6
0.29 3
3.20 4
6.05 5
12.90 6
17.93 6
8 16 9.29 6
12.87 6
22.62 6
30.08 6
9.86 6
14.60 6
24.73 6
33.33 6
24 8.68 6
12.26 6
21.96 6
29.45 6
9.26 6
13.97 6
24.06 6
32.68 6
12 9.28 6
12.83 6
22.52 6
29.85 6
9.83 6
14.55 6
24.63 6
33.13 6
9 16 8.88 6
12.44 6
22.09 6
29.44 6
9.45 6
14.14 6
24.20 6
32.71 6
24 8.10 6
11.66 6
21.24 6
28.64 6
8.69 6
13.33 6
23.35 6
31.88 6
12 8.90 6
12.42 6
22.02 6
29.20 6
9.45 6
14.12 6
24.13 6
32.51 6
10 16 8.41 6
11.94 6
21.48 6
28.69 6
8.98 6
13.61 6
23.59 6
31.98 6
24 7.46 6
10.98 6
20.42 6
27.68 6
8.05 6
12.62 6
22.53 6
30.94 6
12 8.00 11.45 6
20.76 6
27.56 6
8.57 6
13.08 6
22.71 6
30.99 6
12 16 8.01 6
10.75 6
19.98 6
26.82 6
7.90 6
12.35 6
21.93 6
30.22 6
24 7.32 6
9.40 6
18.44 6
25.35 6
6.60 6
10.94 6
20.40 6
28.69 6
12 6.94 6
10.26 6
19.09 6
25.49 6
7.52 6
11.82 6
20.99 6
28.92 6
14 16 6.04 6
9.34 6
18.02 6
24.48 6
6.64 6
10.85 6
19.92 6
27.85 6
24 4.34 5
7.59 6
15.99 6
22.52 6
4.97 5
9.00 6
17.88 6
25.78 6
12 5.77 6
8.92 6
16.97 6
23.07 6
6.36 6
10.37 6
19.01 6
26.24 6
16 16 4.69 5
7.78 6
15.65 6
21.78 6
5.29 5
9.17 6
17.66 6
24.88 6
24 2.68 3
5.67 4
13.18 6
19.35 6
3.30 3
6.93 4
15.12 6
22.31 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 2.57* 6
4.58 6
6.36 6
10.29 6
13.31 6
3.62* 6
6.81 6
9.34 6
15.04 6
19.58 6
24 2.19* 6
4.24 6
6.03 6
9.98 6
13.01 6
3.17* 6
6.37 6
8.92 6
14.64 6
19.18 6
12 2.61* 6
4.61 6
6.39 6
10.32 6
13.34 6
3.66* 6
6.84 6
9.37 6
15.07 6
19.61 6
9 16 2.36* 6
4.39 6
6.18 6
10.12 6
13.14 6
3.37* 6
6.57 6
9.11 6
14.81 6
19.35 6
24 1.88* 6
3.96 6
5.76 6
9.72 6
12.75 6
2.80* 6
6.02 6
8.57 6
14.30 6
18.83 6
12 2.43* 6
4.45 6
6.23 6
10.17 6
13.19 6
3.45* 6
6.64 6
9.17 6
14.88 6
19.41 6
10 16 2.13* 6
4.18 6
5.97 6
9.92 6
12.95 6
3.10* 6
6.29 6
8.84 6
14.55 6
19.09 6
24 1.53* 6
3.65 6
5.46 6
9.43 6
12.46 6
2.40* 6
5.61 6
8.18 6
13.91 6
18.45 6
12 2.02* 6
4.08 6
5.87 6
9.82 6
12.84 6
2.96* 6
6.15 6
8.70 6
14.41 6
18.94 6
12 16 1.59* 6
3.69 6
5.49 6
9.45 6
12.48 6
2.46* 6
5.65 6
8.21 6
13.93 6
18.46 6
24 0.75* 6
2.92 6
4.75 6
8.74 6
11.77 6
1.47* 6
4.67 6
7.26 6
12.99 6
17.51 6
12 1.54* 6
3.63 6
5.43 6
9.38 6
12.40 6
2.39* 6
5.56 6
8.12 6
13.82 6
18.34 6
14 16 0.96* 6
3.10 6
4.92 6
8.88 6
11.91 6
1.72* 6
4.89 6
7.45 6
13.16 6
17.67 6
24 0.00 2.08 5
3.91 6
7.90 6
10.92 6
0.42* 5
3.58 6
6.16 6
11.86 6
16.36 6
12 1.00* 6
3.11 6
4.91 6
8.86 6
11.88 6
1.74* 6
4.87 6
7.42 6
13.10 6
17.59 6
16 16 0.28* 4
2.44 5
4.25 6
8.20 6
11.21 6
0.90* 5
4.01 6
6.56 6
12.23 6
16.70 6
24 0.00 1.15 3
2.97 4
6.92 6
9.92 6
0.00 2.37 4
4.91 5
10.54 6
14.97 6
8 16 4.09* 6
7.45 6
11.06 6
19.09 6
25.14 6
9.84 6
13.53 6
23.69 6
31.77 6
24 3.62* 6
7.00 6
10.59 6
18.65 6
24.70 6
9.35 6
13.05 6
23.17 6
31.28 6
12 4.13* 6
7.49 6
11.10 6
19.13 6
25.17 6
9.85 6
13.53 6
23.66 6
31.69 6
9 16 3.83* 6
7.20 6
10.80 6
18.84 6
24.89 6
9.54 6
13.22 6
23.33 6
31.37 6
24 3.23* 6
6.63 6
10.21 6
18.27 6
24.32 6
8.91 6
12.61 6
22.67 6
30.75 6
12 3.91* 6
7.28 6
10.88 6
18.91 6
24.95 6
9.58 6
13.25 6
23.33 6
31.29 6
10 16 3.54* 6
6.92 6
10.50 6
18.55 6
24.60 6
9.19 6
12.87 6
22.92 6
30.90 6
24 2.80* 6
6.22 6
9.76 6
17.84 6
23.89 6
8.42 6
12.11 6
22.10 6
30.12 6
12 3.40* 6
6.77 6
10.34 6
18.38 6
24.42 6
8.93 6
12.57 6
22.49 6
30.28 6
12 16 2.87* 6
6.26 6
9.80 6
17.85 6
23.89 6
8.37 6
12.02 6
21.89 6
29.70 6
24 1.82* 6
5.25 6
8.72 6
16.80 6
22.85 6
7.27 6
10.92 6
20.69 6
28.56 6
12 2.78* 6
6.14 6
9.66 6
17.71 6
23.74 6
8.14 6
11.72 6
21.42 6
28.92 6
14 16 2.07* 6
5.44 6
8.92 6
16.97 6
23.00 6
7.38 6
10.97 6
20.59 6
28.12 6
24 0.70* 6
4.10 6
7.47 6
15.52 6
21.54 6
5.92 6
9.50 6
18.95 6
26.56 6
12 2.08* 6
5.35 6
8.77 6
16.70 6
22.69 6
7.21 6
10.71 6
20.11 6
27.22 6
16 16 1.19* 6
4.47 6
7.81 6
15.73 6
21.70 6
6.26 6
9.74 6
19.02 6
26.18 6
24 0.00* 4
2.80 5
5.98 6
13.86 6
19.79 6
4.44 5
7.89 6
16.92 6
24.16 6
8 16 10.42 6
15.32 6
25.76 6
34.94 6
24 9.94 6
14.81 6
25.24 6
34.44 6
12 10.42 6
15.31 6
25.73 6
34.84 6
9 16 10.12 6
14.99 6
25.40 6
34.52 6
24 9.51 6
14.35 6
24.74 6
33.88 6
12 10.15 6
15.00 6
25.39 6
34.44 6
10 16 9.77 6
14.61 6
24.98 6
34.04 6
24 9.03 6
13.81 6
24.16 6
33.24 6
12 9.50 6
14.27 6
24.55 6
33.42 6
12 16 8.96 6
13.69 6
23.95 6
32.83 6
24 7.89 6
12.55 6
22.75 6
31.66 6
12 8.71 6
13.36 6
23.49 6
32.12 6
14 16 7.98 6
12.58 6
22.65 6
31.30 6
24 6.56 6
11.04 6
21.01 6
29.68 6
12 7.79 6
12.29 6
22.05 6
30.55 6
16 16 6.87 6
11.28 6
20.96 6
29.47 6
24 5.09 6
9.34 6
18.85 6
27.35 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
8 16 4.45* 6
6.15 6
9.93 6
6.12* 6
9.06 6
14.88 6
24 4.17* 6
5.89 6
9.69 6
5.80* 6
8.73 6
14.56 6
12 4.48* 6
6.17 6
9.95 6
6.15* 6
9.09 6
14.91 6
9 16 4.30* 6
6.01 6
9.80 6
5.95* 6
8.88 6
14.70 6
24 3.95* 6
5.67 6
9.49 6
5.55* 6
8.45 6
14.29 6
12 4.35* 6
6.05 6
9.84 6
6.01* 6
8.93 6
14.76 6
10 16 4.13* 6
5.85 6
9.65 6
5.76* 6
8.67 6
14.50 6
24 3.70* 6
5.43 6
9.26 6
5.27* 6
8.15 6
13.99 6
12 4.05* 6
5.77 6
9.57 6
5.68* 6
8.57 6
14.40 6
12 16 3.74* 6
5.47 6
9.29 6
5.33* 6
8.19 6
14.02 6
24 3.11* 6
4.87 6
8.73 6
4.62* 6
7.43 6
13.28 6
12 3.69* 6
5.43 6
9.25 6
5.30* 6
8.13 6
13.96 6
14 16 3.27* 6
5.02 6
8.86 6
4.81* 6
7.60 6
13.44 6
24 2.42* 6
4.21 6
8.10 6
3.85* 6
6.57 6
12.42 6
12 3.28* 6
5.03 6
8.87 6
4.85* 6
7.61 6
13.43 6
16 16 2.72* 6
4.49 6
8.36 6
4.22* 6
6.92 6
12.75 6
24 1.64* 5
3.45 6
7.36 6
2.96* 6
5.58 6
11.41 6
8 16 7.08* 6
10.46 6
18.80 6
10.05 6
13.76 6
23.96 6
24 6.74* 6
10.10 6
18.42 6
9.65 6
13.36 6
23.55 6
12 7.11* 6
10.49 6
18.83 6
10.09 *
13.79 6
24.00 6
9 16 6.90* 6
10.26 6
18.59 6
9.83 6
13.54 6
23.73 6
24 6.47* 6
9.80 6
18.10 6
9.31 6
13.04 6
23.20 6
12 6.96* 6
10.32 6
18.65 6
9.90 6
13.61 6
23.80 6
10 16 6.70* 6
10.04 6
18.35 6
9.58 6
13.29 6
23.47 6
24 6.16* 6
9.47 6
17.74 6
8.93 6
12.67 6
22.81 6
12 6.61* 6
9.93 6
18.22 6
9.45 6
13.17 6
23.33 6
12 16 6.23* 6
9.51 6
17.78 6
8.98 6
12.71 6
22.84 6
24 5.46* 6
8.70 6
16.90 6
8.05 6
11.80 6
21.87 6
12 6.20* 6
9.45 6
17.69 6
8.84 6
12.56 6
22.68 6
14 16 5.68* 6
8.88 6
17.08 6
8.21 6
11.93 6
22.01 6
24 4.63* 6
7.77 6
15.86 6
6.95 6
10.70 6
20.67 6
12 5.72* 6
8.88 6
17.06 6
8.11 6
11.79 6
21.72 6
16 16 5.04* 6
8.14 6
16.24 6
7.29 6
10.97 6
20.84 6
24 3.68* 6
6.69 6
14.64 6
5.68 6
9.38 6
19.09 6
Notes:
• 1
Deflection meets L/120 • 3
Deflection meets L/360 • 5
Deflection meets L/600 • Axial Load Multiplier = 1 • Lateral Load Multiplier - Strength = 1 • * h/t > 200, stiffeners are required at supports
• 2
Deflection meets L/240 • 4
Deflection meets L/480 • 6
Deflection meets L/720 • KyLy & KtLt = 48 • Lateral Load Multiplier - Deflection = 1.0
Floor Joist Bridging and Bracing Notes Span (ft) Minimum Number of Rows
1. Bracing members shall be designed in accordance with section D3 Up to 16’ 1 row at the mid-span
of AISI S100.
16’ to 24’ 2 rows at 1/3 points
2. Minimum number of rows required is shown in table, additional 24’ to 32’ 3 rows at 1/4 points
rows of bridging may be required by design.
Over 32’ Consult your Engineer of Record
3. All connections MUST be designed by a licensed professional
engineer.
Notes:
1. Top strap not required if top side is fully/continuously sheathed.
2 . Place solid blocking adjacent to all openings and two bays at ends of joist system.
Floor Joist Span Table Notes 7. Web stiffeners are required at interior support. Combined bending and
1. Spans are based on continuous support of compression flange over web crippling check is not required when web stiffener is provided.
the full length of the joist. 8. Shear capacity at interior support has been reduced for the presence
2. Spans are based on tension flange laterally braced at maximum of punchouts adjacent to the supports. Combined bending and
spacing of 8’-0”. shear check is based on unreinforced web in accordance with sec-
tion C3.3.1 of AISI S100.
3. Joists must be braced against rotation at all supports.
9 Total load deflection limited to L/240. Live load deflection limit as noted.
4. End shear and web crippling capacity have not been reduced
for punchouts. 10. Alternate span live loading has been considered for two equal span
conditions.
5. End web crippling check is based on 3-1/2” end bearing.
11. Stud distortional buckling based on assumed KΦ=0.
6. “e” indicates web stiffeners are required at end supports.
Notes:
• “e” Requires web stiffeners at end supports • “a” Requires web stiffeners at all supports • End bearing length = 3.5” • Studs considered unpunched for web crippling
• “i” Requires web stiffeners at interior supports • Interior bearing length = 3.5” • Alternate span loading considered and shear
Notes:
• “e” Requires web stiffeners at end supports • “a” Requires web stiffeners at all supports • End bearing length = 3.5” • Studs considered unpunched for web crippling
• “i” Requires web stiffeners at interior supports • Interior bearing length = 3.5” • Alternate span loading considered and shear
Web Crippling Table Notes 5. For listed punchout reductions factors, Rc, x is the nearest distance
1. Listed allowable loads apply only to members with stiffened flanges between the web hole and edge of bearing in inches.
(i.e. S-sections). 6. Listed allowable loads are for unpunched webs. Capacity reduc-
2. For back-to-back members, the listed loads are for the entire two- tions for end and interior one flange loading (Conditions 1 & 2) near
member assembly. punchouts are listed per AISI S100 Section C3.4.2.
3. Listed allowable loads are based on members “fastened to supports”. 7. “h” refers to the flat dimension of the web. See web-to-depth Thick-
ness Ratio table in this catalog.
4. For back-to-back members, the distance between the web connec-
tors and the flange shall be kept to a minimum.
Notes:
1. Condition 1 - End Reaction - One Flange Loading
2. Condition 2 - Interior Reaction - One Flange Loading
3 Condition 3 - End Reaction - Two Flange Loading
4. Condition 4 - Interior Reaction - Two Flange Loading
Allowable Ceiling Spans Notes 4. Web crippling and shear capacity have not been reduced for punch-
1. For unbraced sections, allowable moment based on AISI S100 sec- outs. If web punch-outs occur near supports, members must be
tion C3.1.2 with unbraced length = listed span. For midspan braced checked for reduced shear and web crippling in accordance with
sections, allowable moment based on AISI S100 section C3.1.2 with the AISI S100.
unbraced length = (listed span)/2. 5. Values are for simple span conditions.
2. For spans listed with “e”, web stiffeners are required at end reactions. 6. Stud distortional buckling is based on an assumed Kф = 0.
3. Web crippling calculation based on bearing length = 1 inch.
4 psf Lateral Support of Compression Flange 6psf Lateral Support of Compression Flange 13 psf* Lateral Support of Compression Flange
Fy Unsupported Midspan Unsupported Midspan Unsupported Midspan
Section
(Ksi) Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c.
12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24
250S137-33 33 11’ 9” 10’ 10” 9’ 9” 14’ 11” 13’ 6” 11’ 10” 10’ 6” 9’ 9” 8’ 8” 13’ 0” 11’ 10” 10’ 4” 8’ 6” 7’ 11” 7’ 1” 0’ 0” 9’ 1” 8’ 0”
250S137-43 33 13’ 2” 12’ 1” 10’ 9” 16’ 2” 14’ 8” 12’ 10” 11’ 8” 10’ 9” 9’ 7” 14’ 2” 12’ 10” 11’ 2” 9’ 4” 8’ 7” 7’ 8” 10’ 11” 9’ 11” 8’ 8”
250S162-33 33 13’ 5” 12’ 5” 11’ 1” 15’ 8” 14’ 2” 12’ 5” 12’ 0” 11’ 1” 10’ 0” 13’ 8” 12’ 5” 10’ 10” 9’ 9” 9’ 0” 8’ 0” 10’ 7” 9’ 7” 8’ 4”
250S162-43 33 14’ 11” 13’ 9” 12’ 3” 17’ 0” 15’ 5” 13’ 6” 13’ 3” 12’ 3” 10’ 11” 14’ 10” 13’ 6” 11’ 9” 10’ 8” 9’ 10” 8’ 9” 11’ 6” 10’ 5” 9’ 1”
350S137-33 33 12’ 9” 11’ 9” 10’ 6” 18’ 1” 16’ 9” 15’ 0” 11’ 5” 10’ 6” 9’ 5” 16’ 3” 15’ 0” 13’ 3” 9’ 3” 8’ 6” 7’ 8” 12’ 11” 11’ 9” 10’ 0”
350S137-43 33 14’ 1” 13’ 0” 11’ 7” 19’ 10” 18’ 4” 16’ 4” 12’ 7” 11’ 7” 10’ 4” 17’ 8” 16’ 4” 14’ 6” 10’ 1” 9’ 4” 8’ 4” 14’ 2” 12’ 10” 11’ 2”
350S162-33 33 14’ 6” 13’ 5” 12’ 0” 20’ 3” 18’ 5” 16’ 1” 13’ 0” 12’ 0” 10’ 9” 17’ 8” 16’ 1” 14’ 0” 10’ 6” 9’ 9” 8’ 9” 13’ 8” 12’ 5” 10’ 10”
350S162-43 33 16’ 0” 14’ 9” 13’ 2” 22’ 0” 20’ 0” 17’ 6” 14’ 3” 13’ 2” 11’ 9” 19’ 3” 17’ 6” 15’ 3” 11’ 6” 10’ 8” 9’ 6” 14’ 10” 13’ 6” 11’ 9”
362S137-33 33 12’ 10” 11’ 11” 10’ 7” 18’ 3” 16’ 11” 15’ 2” 11’ 6” 10’ 8” 9’ 6” 16’ 5” 15’ 2” 13’ 5” 9’ 4” 8’ 7” 7’ 9” 13’ 1” 11’ 10” 10’ 2”
362S137-43 33 14’ 3” 13’ 1” 11’ 8” 20’ 0” 18’ 6” 16’ 6” 12’ 8” 11’ 8” 10’ 5” 17’ 10” 16’ 6” 14’ 9” 10’ 2” 9’ 5” 8’ 5” 14’ 5” 13’ 1” 11’ 4”
362S162-33 33 14’ 8” 13’ 6” 12’ 1” 20’ 9” 18’ 11” 16’ 6” 13’ 1” 12’ 1” 10’ 10” 18’ 2” 16’ 6” 14’ 5” 10’ 8” 9’ 10” 8’ 10” 14’ 0” 12’ 9” 11’ 1”
362S162-43 33 16’ 1” 14’ 10” 13’ 3” 22’ 7” 20’ 7” 17’ 11” 14’ 4” 13’ 3” 11’ 10” 19’ 9” 17’ 11” 15’ 8” 11’ 7” 10’ 9” 9’ 7” 15’ 3” 13’ 10” 12’ 1”
400S137-33 33 13’ 2” 12’ 2” 10’ 11” 18’ 9” 17’ 4” 15’ 6” 11’ 9” 10’ 11” 9’ 9” 16’ 9” 15’ 6” 13’ 10” 9’ 7” 8’ 10” 7’ 11” 13’ 6” 12’ 4” 10’ 7”
400S137-43 33 14’ 7” 13’ 5” 12’ 0” 20’ 6” 18’ 11” 16’ 11” 13’ 0” 12’ 0” 10’ 8” 18’ 4” 16’ 11” 15’ 2” 10’ 5” 9’ 8” 8’ 8” 14’ 10” 13’ 7” 11’ 10”
400S162-33 33 15’ 0” 13’ 10” 12’ 5” 21’ 4” 19’ 10” 17’ 9” 13’ 5” 12’ 5” 11’ 2” 19’ 2” 17’ 9” 15’ 6” 10’ 11” 10’ 1” 9’ 1” 15’ 2” 13’ 9” 11’ 8”
400S162-43 33 16’ 6” 15’ 3” 13’ 7” 23’ 4” 21’ 7” 19’ 4” 14’ 9” 13’ 7” 12’ 2” 20’ 10” 19’ 4” 16’ 11” 11’ 11” 11’ 0” 9’ 10” 16’ 6” 14’ 11” 13’ 1”
550S137-33 33 14’ 6” 13’ 5” 12’ 0” 20’ 10” 19’ 4” 17’ 5” 13’ 0” 12’ 0” 10’ 10” 18’ 9” 17’ 5” 15’ 8” 10’ 7” 9’ 10” 8’ 10” 15’ 4” 14’ 3” 12’ 8”e
550S137-43 33 15’ 10” 14’ 7” 13’ 1” 22’ 6” 20’ 10” 18’ 9” 14’ 2” 13’ 1” 11’ 9” 20’ 2” 18’ 9” 16’ 10” 11’ 6” 10’ 7” 9’ 6” 16’ 6” 15’ 3” 13’ 8”
550S162-33 33 16’ 6” 15’ 3” 13’ 8” 23’ 9” 22’ 0” 19’ 10” 14’ 9” 13’ 8” 12’ 4” 21’ 4” 19’ 10” 17’ 11” 12’ 1” 11’ 3” 10’ 1” 17’ 6” 16’ 2” 14’ 2”e
550S162-43 33 17’ 11” 16’ 7” 14’ 10” 25’ 7” 23’ 9” 21’ 4” 16’ 1” 14’ 10” 13’ 4” 23’ 0” 21’ 4” 19’ 2” 13’ 0” 12’ 1” 10’ 10” 18’ 10” 17’ 5” 15’ 5”
600S137-33 33 14’ 10” 13’ 9” 12’ 4” 21’ 4” 19’ 10” 17’ 10” 13’ 4” 12’ 4” 11’ 1” 19’ 3” 17’ 10” 16’ 0” 10’ 11” 10’ 1” 9’ 1” 15’ 8” 14’ 5” 12’ 10”e
600S137-43 33 16’ 2” 14’ 11” 13’ 5” 23’ 1” 21’ 4” 19’ 2” 14’ 6” 13’ 5” 12’ 0” 20’ 9” 19’ 2” 17’ 3” 11’ 9” 10’ 10” 9’ 9” 16’ 11” 15’ 8” 14’ 1”
600S162-33 33 16’ 10” 15’ 8” 14’ 1” 24’ 4” 22’ 7” 20’ 4” 15’ 2” 14’ 1” 12’ 8” 21’ 11” 20’ 4” 18’ 4” 12’ 5” 11’ 6” 10’ 4” 18’ 0” 16’ 8” 14’ 9” e
600S162-43 33 18’ 4” 17’ 0” 15’ 3” 26’ 3” 24’ 4” 21’ 10” 16’ 5” 15’ 3” 13’ 8” 23’ 7” 21’ 10” 19’ 8” 13’ 4” 12’ 5” 11’ 2” 19’ 3” 17’ 11” 16’ 0”
Notes:
* Loads that exceed 10 psf limit require an approved CP60 coating.
Allowable Ceiling Spans Notes 4. Web crippling and shear capacity have not been reduced for punch-
1. For unbraced sections, allowable moment based on AISI S100 outs. If web punch-outs occur near supports, members must be
section C3.1.2 with unbraced length = listed span. For midspan checked for reduced shear and web crippling in accordance with
braced sections, allowable moment based on AISI S100 C3.1.2 with the AISI S100.
unbraced length = (listed span)/2. 5. Values are for simple span conditions.
2. For spans listed with “e”, web stiffeners are required at end reactions. 6. Stud distortional buckling is based on an assumed Kф = 0.
and re-number list of notes
3. Web crippling calculation based on bearing length = 1 inch.
4 psf Lateral Support of Compression Flange 6 psf Lateral Support of Compression Flange 13 psf* Lateral Support of Compression Flange
Fy Unsupported Midspan Unsupported Midspan Unsupported Midspan
Section
(Ksi) Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c. Joist Spacing (in) o.c.
12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24
250S137-33 33 11' 9" 10' 10" 9' 9" 13' 0" 11' 10" 10' 4" 10' 6" 9' 9" 8' 8" 11' 4" 10' 4" 9' 0" 8' 6" 7' 11" 6' 11" 8' 9" 8' 0" 6' 11"
250S137-43 33 13' 2" 12' 1" 10' 9" 14' 2" 12' 10" 11' 2" 11' 8" 10' 9" 9' 7" 12' 4" 11' 2" 9' 9" 9' 4" 8' 7" 7' 7" 9' 6" 8' 8" 7' 7"
250S162-33 33 13' 5" 12' 5" 10' 10" 13' 8" 12' 5" 10' 10" 11' 11" 10' 10" 9' 5" 11' 11" 10' 10" 9' 5" 9' 2" 8' 4" 7' 4" 9' 2" 8' 4" 7' 4"
250S162-43 33 14' 10" 13' 6" 11' 9" 14' 10" 13' 6" 11' 9" 13' 0" 11' 9" 10' 3" 13' 0" 11' 9" 10' 3" 10' 0" 9' 1" 7' 11" 10' 0" 9' 1" 7' 11"
350S137-33 33 12' 9" 11' 9" 10' 6" 16' 10" 15' 4" 13' 4" 11' 5" 10' 6" 9' 5" 14' 9" 13' 4" 11' 8" 9' 3" 8' 6" 7' 8" 11' 4" 10' 4" 9' 0"
350S137-43 33 14' 1" 13' 0" 11' 7" 18' 4" 16' 8" 14' 6" 12' 7" 11' 7" 10' 4" 16' 0" 14' 6" 12' 8" 10' 1" 9' 4" 8' 4" 12' 4" 11' 3" 9' 10"
350S162-33 33 14' 6" 13' 5" 12' 0" 17' 8" 16' 1" 14' 0" 13' 0" 12' 0" 10' 9" 15' 5" 14' 0" 12' 3" 10' 6" 9' 9" 8' 9" 11' 11" 10' 10" 9' 5"
350S162-43 33 16' 0" 14' 9" 13' 2" 19' 3" 17' 6" 15' 3" 14' 3" 13' 2" 11' 9" 16' 9" 15' 3" 13' 4" 11' 6" 10' 8" 9' 6" 13' 0" 11' 9" 10' 3"
362S137-33 33 12' 10" 11' 11" 10' 7" 17' 4" 15' 9" 13' 9" 11' 6" 10' 8" 9' 6" 15' 2" 13' 9" 12' 0" 9' 4" 8' 7" 7' 9" 11' 8" 10' 7" 9' 3"
362S137-43 33 14' 3" 13' 1" 11' 8" 18' 10" 17' 1" 14' 11" 12' 8" 11' 8" 10' 5" 16' 5" 14' 11" 13' 1" 10' 2" 9' 5" 8' 5" 12' 8" 11' 6" 10' 1"
362S162-33 33 14' 8" 13' 6" 12' 1" 18' 2" 16' 6" 14' 5" 13' 1" 12' 1" 10' 10" 15' 10" 14' 5" 12' 7" 10' 8" 9' 10" 8' 10" 12' 3" 11' 1" 9' 8"
362S162-43 33 16' 1" 14' 10" 13' 3" 19' 9" 17' 11" 15' 8" 14' 4" 13' 3" 11' 10" 17' 3" 15' 8" 13' 8" 11' 7" 10' 9" 9' 7" 13' 4" 12' 1" 10' 7"
400S137-33 33 13' 2" 12' 2" 10' 11" 18' 8" 17' 0" 14' 10" 11' 9" 10' 11" 9' 9" 16' 4" 14' 10" 12' 11" 9' 7" 8' 10" 7' 11" 12' 7" 11' 5" 10' 0"
400S137-43 33 14' 7" 13' 5" 12' 0" 20' 4" 18' 6" 16' 2" 13' 0" 12' 0" 10' 8" 17' 9" 16' 2" 14' 1" 10' 5" 9' 8" 8' 8" 13' 9" 12' 6" 10' 11"
400S162-33 33 15' 0" 13' 10" 12' 5" 19' 7" 17' 10" 15' 6" 13' 5" 12' 5" 11' 2" 17' 1" 15' 6" 13' 7" 10' 11" 10' 1" 9' 1" 13' 3" 12' 0" 10' 6"
400S162-43 33 16' 6" 15' 3" 13' 7" 21' 4" 19' 4" 16' 11" 14' 9" 13' 7" 12' 2" 18' 7" 16' 11" 14' 9" 11' 11" 11' 0" 9' 10" 14' 5" 13' 1" 11' 5"
550S137-33 33 14' 6" 13' 5" 12' 0" 20' 10" 19' 4" 17' 5" 13' 0" 12' 0" 10' 10" 18' 9" 17' 5" 15' 8" 10' 7" 9' 10" 8' 10" 15' 4" 14' 3" 12' 8"e
550S137-43 33 15' 10" 14' 7" 13' 1" 22' 6" 20' 10" 18' 9" 14' 2" 13' 1" 11' 9" 20' 2" 18' 9" 16' 10" 11' 6" 10' 7" 9' 6" 16' 6" 15' 3" 13' 8"
550S162-33 33 16' 6" 15' 3" 13' 8" 23' 9" 22' 0" 19' 10" 14' 9" 13' 8" 12' 4" 21' 4" 19' 10" 17' 5" 12' 1" 11' 3" 10' 1" 16' 11" 15' 5" 13' 5"e
550S162-43 33 17 '11" 16' 7" 14' 10" 25' 7" 23' 9" 21' 4" 16' 1" 14' 10" 13' 4" 23' 0" 21' 4" 18' 11" 13' 0" 12' 1" 10' 10" 18' 5" 16' 9" 14' 8"
600S137-33 33 14' 10" 13' 9" 12' 4" 21' 4" 19' 10" 17' 10" 13' 4" 12' 4" 11' 1" 19' 3" 17' 10" 16' 0" 10' 11" 10' 1" 9' 1" 15' 8" 14' 5" 12' 10"
600S137-43 33 16' 2" 14' 11" 13' 5" 23' 1" 21' 4" 19' 2" 14' 6" 13' 5" 12' 0" 20' 9" 19' 2" 17' 3" 11' 9" 10' 10" 9' 9" 16' 11" 15' 8" 14' 1"
600S162-33 33 16' 10" 15' 8" 14' 1" 24' 4" 22' 7" 20' 4" 15' 2" 14' 1" 12' 8" 21' 11" 20' 4" 18' 4" 12' 5" 11' 6" 10' 4" 18' 0" 16' 6" 14' 5" e
600S162-43 33 18' 4" 17' 0" 15' 3" 26' 3" 24' 4" 21' 10" 16' 5" 15' 3" 13' 8" 23' 7" 21' 10" 19' 8" 13' 4" 12' 5" 11' 2" 19' 3" 17' 11" 15' 8"
Notes:
* Loads that exceed 10 psf limit require an approved CP60 coating.
Header Load Notes 5. Shear capacity at mid-span support has been reduced for the pres-
1. Spans are based on continous support of compression flange over ence of punchouts adjacent to the supports. Mid-span combined
the full length of header. bending and shear check based on stiffened web.
2. For two equal spans, the listed span is the distance from either end to 6. Total load deflection limited to L/360. Live load deflection limit as
the center support, with the header continous over the center support. noted.
3. Header must be braced against rotation at all supports. 7. Stud distortional buckling based on an assumed Kφ = 0.
4. Web stiffeners required at mid-span supports. 8. Headers consist of two boxed or back-to-back members.
Notes: 4. Web stiffeners required at mid-span supports. 9. Web crippling check is based on 1” bearing length at end supports.
1. Spans are based on continous support of compression flange over 5. Web stiffeners required at mid span supports. 10. Allowable loads are for simply supported headers with uniform
the full length of header. 6. Values are for un-punched members. bending loads only.
2. For two equal spans, the listed span is the distance from either end 7. Total load deflection is limited to L/360. 11. Headers are made from two “boxed” or “back-to-back” members.
to the center support, with the header continous over the center 12. “e” web stiffeners are required at ends.
support. 8. Allowable moment, shear and web crippling are based on twice
the capacity of a single member. The moment of inertia is based on
3. Header must be braced against rotation at all supports. twice the value of the single member.
75U050-54 0.0566 0.087 0.30 0.007 0.288 0.002 0.155 0.007 0.019 0.45 315
150U050-54 0.0566 0.129 0.44 0.039 0.547 0.003 0.144 0.039 0.052 1.22 840
200U050-54 0.0566 0.157 0.54 0.079 0.709 0.003 0.136 0.079 0.079 1.87 1190
250U050-54 0.0566 0.186 0.63 0.139 0.866 0.003 0.128 0.139 0.111 2.64 1540
Property Notes:
1. For Deflection calculations, use effective Ixx.
2. Inside bend radius taken as 3/32".
Single 3' 11" 3' 5" 3' 1" 2' 10" 2' 8" 3' 5" 3' 0" 2' 8" 2' 6" 2' 4" 2' 7" 2' 4" 2' 1" 1' 11" 1' 9" 2' 6" 2' 2" 2' 0" 1' 10" 1' 8"
75U050-54
Multiple 4' 10" 4' 2" 3' 10" 3' 7" 3' 4'' 4' 2" 3' 8" 3' 4" 3' 1" 2' 10" 3' 3" 2' 9" 2' 4" 2' 1" 1' 11" 3' 1" 2' 7" 2' 2" 2' 0" 1' 9"
Single 5' 6" 4' 10" 4' 5'' 4' 1" 3' 10" 4' 10" 4' 3" 3' 10" 3' 7" 3' 5" 3' 9" 3' 3" 3' 0" 2' 9" 2' 7" 3' 7" 3' 2" 2' 10" 2' 7" 2' 5"
150U050-54
Multiple 7' 1" 6' 2" 5' 8" 5' 3" 4' 11" 6' 2" 5' 5" 4' 11" 4' 7" 4' 4" 4' 10" 4' 2" 3' 9" 3' 4" 3' 0" 4' 7" 4' 0" 3' 6" 3' 1" 2' 9"
Single 5' 10" 5' 1" 4' 8" 4' 4" 4' 1" 5' 1" 4' 6" 4' 1" 3' 10" 3' 7" 4' 0" 3' 6' 3' 2" 3' 0" 2' 10" 3' 10" 3' 4" 3' 1" 2' 10" 2' 8"
200U050-54
Multiple 7' 5" 6' 6" 5' 11" 5' 6" 5' 2" 6' 6" 5' 8" 5' 2" 4' 10" 4' 7" 5' 1" 4' 5" 4' 0" 3' 9" 3' 6" 4' 10" 4' 3" 3' 10" 3' 7" 3' 2"
Single 6' 1" 5' 4" 4' 10" 4' 6" 4' 3" 5' 4" 4' 8" 4' 3" 4' 0" 3' 9" 4' 2" 3' 8" 3' 4" 3' 1" 2' 11" 4' 0" 3' 6" 3' 2" 3' 0" 2' 10"
250U050-54
Multiple 7' 9" 6' 9" 6' 2" 5' 9" 5' 5" 6' 9" 5' 11" 5' 5" 5' 0" 4' 9" 5' 3" 4' 7" 4' 3" 3' 11" 3' 9" 5' 0" 4' 5" 4' 0" 3' 9" 3' 7"
Single 3' 5" 3' 0" 2' 8" 2' 6" 2' 4" 3' 0" 2' 7" 2' 4" 2' 2" 2' 1" 2' 4" 2' 0" 1' 10 1' 8" 1' 7" 2' 2" 1' 11" 1' 9" 1' 7" 1' 6"
75U050-54
Multiple 4' 2" 3' 8" 3' 4" 3' 1" 2' 11" 3' 8" 3' 2" 2' 11" 2' 8" 2' 7" 2' 10" 2' 6'' 2' 3" 2' 1" 1' 11" 2' 8" 2' 4" 2' 2" 2' 0" 1' 9"
Single 5' 6" 4' 10" 4' 5" 4' 1" 3' 10" 4' 10" 4' 3" 3' 10" 3' 7" 3' 5" 3' 9" 3' 3" 3' 0" 2' 9" 2' 7" 3' 7" 3' 2" 2' 10" 2' 7" 2' 5"
150U050-54
Multiple 7' 1" 6' 2" 5' 8" 5' 3" 4' 11" 6' 2" 5' 5" 4' 11" 4' 7" 4' 4" 4' 10" 4' 2" 3' 9" 3' 4" 3' 0" 4' 7" 4' 0" 3' 6" 3' 1" 2' 9"
Single 5' 10" 5' 1" 4' 8" 4' 4" 4' 1" 5' 1" 4' 6" 4' 1" 3'10" 3' 7" 4' 0" 3' 6" 3' 2" 3' 0" 2' 10'' 3' 10" 3' 4" 3' 1" 2' 10" 2' 8"
200U050-54
Multiple 7' 5" 6' 6" 5' 11" 5' 6" 5' 2" 6' 6" 5' 8" 5' 2" 4' 10" 4' 7" 5' 1" 4' 5" 4' 0" 3' 9" 3' 6" 4' 10" 4' 3" 3' 10" 3' 7" 3' 2"
Single 6' 1" 5' 4" 4' 10" 4' 6" 4' 3" 5' 4" 4' 8" 4' 3" 4' 0" 3' 9" 4' 2" 3' 8" 3' 4" 3' 1" 2' 11" 4' 0" 3' 6" 3' 2" 3' 0" 2' 10"
250U050-54
Multiple 7' 9" 6' 5" 6' 2" 5' 9" 5' 5" 6' 9" 5' 11" 5' 5" 5' 0" 4' 9" 5' 3" 4' 7" 4' 3" 3' 11" 3' 9" 5' 0" 4' 5" 4' 0" 3' 9" 3' 7"
087F125-18 33 0.0188 0.070 0.239 0.009 0.356 0.0422 0.774 0.0086 0.0160 26.41
087F125-30 33 0.0312 0.115 0.392 0.014 0.352 0.0691 0.774 0.0143 0.0307 50.47
087F125-33 33 0.0346 0.127 0.433 0.016 0.351 0.0763 0.774 0.0157 0.0337 55.43
Notes:
1. Hems and offset in flange, if present, are ingored.
2. Design thickness used for determination of properties. Minimum delivered thickness must be no less
than 95% of design thickness.
3. Effective properties are given as the minimum value for positive or negative bending.
Single 5' 2" 4' 9" 4' 1" 4' 6" 4' 1" 3' 7" 3' 6" 3' 2" 2' 9"
087F125-18 33
Multiple 6' 5" 5' 10" 5" 1" 5' 7" 5' 1" 4' 2" 4' 0" 3' 6" 2' 10"
Single 6' 2" 5' 7" 4' 11" 5' 5" 4' 11" 4' 3" 4' 2" 3' 9" 3' 4"
087F125-30 33
Multiple 7' 7" 6' 11" 6' 1" 6' 8" 6' 1" 5' 3" 5' 2" 4' 8" 3' 11"
Single 6' 4" 5' 9" 5' 1" 5' 7" 5' 1" 4' 5" 4' 4" 3' 11" 3' 5"
087F125-33 33
Multiple 7' 10" 7' 2" 6' 3" 6' 10" 6' 3" 5' 5" 5' 4" 4' 10" 4' 1"
Single 4' 6" 4' 1" 3' 7" 4' 0" 3' 7" 3' 2" 3' 11" 2' 9" 2' 5"
087F125-18 33
Multiple 5' 7" 5' 1" 4' 5" 4' 11" 4' 5" 3' 11" 3' 9" 3' 5" 2' 10"
Single 5' 5" 4' 11" 4' 3" 4' 8" 4' 3" 3' 9" 3' 8" 3' 4" 2' 11"
087F125-30 33
Multiple 6' 8" 6' 1" 5' 3" 5' 10" 5' 3" 4' 7" 4' 6" 4' 1" 3' 7"
Single 5' 7" 5' 1" 4' 5" 4' 10" 4' 5" 3' 10" 3' 9" 3' 5" 3' 0"
087F125-33 33
Multiple 6' 10" 6' 3" 5' 5" 6' 0" 5' 5" 4' 9" 4' 8" 4' 3" 3' 8"
Notes:
1. Single spans taken as the minimum span based on moment, shear, web crippling or deflection.
2. Multiple spans indicate two or more equal, continuous spans with span length measured support to
support.
3. Multiple spans taken as the minimum span based on moment, shear, web crippling, deflection combined
bending and shear or combined and web crippling.
4. Web crippling values based on 1" bearing at end and interior supports.
CODE COMPLIANCE
CERTIFICATION
PROGRAM
SFIA developed, an industry supported Code Compliance Certification Program
endorsed by the Association of the Wall and Ceiling Industry. The program is accessible to
all manufacturers to certify that structural and nonstructural cold-formed steel framing
they produce complies with the IBC 2015 code requirements.
audited by an independent
404-402-3186
third Administrator meeting IAS AC98 requirements and
ART / COPY PROOF PLEASE PROOF CAREFULLY FOR ACCURACY
3X16ST
PLEASE PROOF READ! This proof is an actual copy of the artwork
from which your job will be printed. It is submitted for your review
PATTERN UV UV VARNISH MATTE LAMINATE NONE and approval. Please examine for any errors in placement, spelling,
size, fonts, color, material, part number, unwind, UV / Laminate
CUSTOMER INK COLORS - FRONT options or design. If any errors are found, mark them clearly on the
audits
SFIA Structural per year of each facility operated by a manufacturer, as well as on-going random
CYAN
COPY DIRECTION
MAGENTA YELLOW BLACK PMS PMS PMS PMS
In submitting this proof, we assume no responsibility for non-compliance with local, state
or federal laws and regulations. If this print is to be used in connection with products
subject to any governmental labeling regulations, it is your responsibility to determine
LABEL SIZE MATERIAL
whether this copy complies with these regulations, as we cannot render legal opinions.
selection and
3.00 x 16.00 Durable PolyProindependent
1
X
5
testing
7
of certified structural and nonstructural cold-formed PROOF APPROVAL NOTES
PROOF APPROVED DATE ______________
DATE 01-03-2018 PROOF: 2 3
steel framing products.
NOTE: This proof does NOT show accurate color! Do not use color
4 8
printout for color match. Refer to PMS numbers for color reference or
25 6
provide a sample for color matching with your order.
Approved By:__________________________
PROOF NOT APPROVED Changes/Revisions
Please contact your CSR to inform them
J & N Job Number PROOF CREATED BY of proof approval or changes needed.
1697 PGL-01032018
IA S#
A A -6 7 6
I n d e p e n d e n t I n s p e c t i o n by :
IBC AND IRC AISI S100
ASTM C955 AISI S200
ASTM A1003/A1003M
Manufacturing facilities that satisfy the requirements for certification are authorized to
label structural and nonstructural cold-formed steel framing members they produce
as “certified code compliant.” Check the updated list of Certified Production Facilities at
Intertek's website at http://www.intertek.com/building/sfia/.
Corporate Headquarters
13191 Crossroads Parkway North, Suite 325, City of Industry, CA 91746
P: 800.775.2362 | F: 626.330.7598
www.cemcosteel.com
Pittsburg, CA
Denver, CO
City of Industry, CA
Ft. Worth, TX
Effective 02/03/2022