Job No Sheet No Rev

1
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By Date23-Aug-10 Chd

Client File chemical storage shelter.s Date/Time 17-Jul-2017 20:28

Steel Design (Track 2) Beam 3 Check 1

<check>
3 ST W12X65 (AISC SECTIONS)
PASS Eq. H1-1b 0.517 311
61.18 C -0.00 115.99 0.00
|-----------------------------------------------------------------------|
| SLENDERNESS |
| Actual Slenderness Ratio : 102.103 L/C : 351 |
| Allowable Slenderness Ratio : 200.000 LOC : 0.00 |
|-----------------------------------------------------------------------|
| STRENGTH CHECKS |
| Critical L/C : 311 Ratio : 0.517(PASS) |
| Loc : 0.00 Condition : Eq. H1-1b |
|-----------------------------------------------------------------------|
| DESIGN FORCES |
| Fx: 6.118E+01(C ) Fy: 1.698E+01 Fz: 2.527E-01 |
| Mx: 0.000E+00 My: -1.265E-04 Mz: 1.160E+02 |
|-----------------------------------------------------------------------|
| SECTION PROPERTIES (UNIT: CM ) |
| Azz: 6.245E+01 Ayy: 3.045E+01 Cw: 1.544E+06 |
| Szz: 1.444E+03 Syy: 4.752E+02 |
| Izz: 2.219E+04 Iyy: 7.242E+03 Ix: 9.074E+01 |
|-----------------------------------------------------------------------|
| MATERIAL PROPERTIES |
| Fyld: 250000.014 Fu: 399895.953 |
|-----------------------------------------------------------------------|
| Actual Member Length: 3.150 |
| Design Parameters |
| Kz: 2.00 Ky: 1.00 NSF: 1.00 SLF: 1.00 CSP: 12.00 |
|-----------------------------------------------------------------------|
| SECTION CLASS FLANGE / l lp lr |
| WEB |
| Compression : Non-Slender 9.92 N/A 16.04 |
| Non-Slender 27.92 N/A 42.67 |
| Flexure : Compact 9.92 10.88 28.64 |
| Compact 27.92 107.67 163.22 |
|-----------------------------------------------------------------------|
| CHECK FOR TENSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Yield 1.58E+01 1.84E+03 0.009 Eq. D2-1 337 0.00 |
| Rupture 1.58E+01 2.46E+03 0.006 Eq. D2-2 337 0.00 |
|-----------------------------------------------------------------------|
| CHECK FOR COMPRESSION |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Maj Buck 7.12E+01 1.08E+03 0.066 Eq. E3-1 307 3.15 |
| Min Buck 7.12E+01 1.69E+03 0.042 Eq. E3-1 307 3.15 |
| Flexural |
| Tor Buck 7.12E+01 1.70E+03 0.042 Eq. E4-1 307 3.15 |
| Intermediate |
| Results Ag KL/r Fcr Fe Pn |
| Maj Buck 1.23E-02 102.10 1.46E+05 1.94E+05 1.80E+03 |
| Min Buck 1.23E-02 41.09 2.29E+05 1.20E+06 2.82E+03 |
| Flexural Ag Fcr Pn |
| Tor Buck 1.23E-02 2.31E+05 2.84E+03 |
|-----------------------------------------------------------------------|
| CHECK FOR SHEAR |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.39E+00 5.61E+02 0.002 Eq. G2-1 342 0.00 |
| Minor 1.70E+01 3.04E+02 0.056 Eq. G2-1 311 0.00 |
| Intermediate |
| Results Aw Cv Kv h/tw Vn |
| Major 6.24E-03 1.00 1.20 9.92 9.37E+02 |
| Minor 3.04E-03 1.00 0.00 27.92 4.57E+02 |
|-----------------------------------------------------------------------|
| CHECK FOR YIELDING |
| |
| FORCE CAPACITY RATIO CRITERIA L/C LOC |
| Major -1.16E+02 2.37E+02 0.488 Eq. F2-1 311 0.00 |
| Minor 4.38E+00 1.08E+02 0.040 Eq. F6-1 342 3.15 |
| Intermediate Mn My |
Print Time/Date: 17/07/2017 20:32 STAAD.Pro V8i (SELECTseries 6) 20.07.11.45 Print Run 1 of 1