BEAM DESIGN PROGRAM (BEAM-2013) Version 5.0 BD Ref. No.
: S0919
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CONTINUOUS BEAMS :
Concrete : C45 fcu = 45
Main Bars: 500B fy = 500
Stirrup : 500B fyv = 500
Maximum Redistribution Factors: Hogging Moment = 10%, Sagging Moment = 10%
Note: The Cantilever Beam can be Remove Safely.
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* 3XB10 * L = 8.150 Sec.= 1000x650
3S36A
3S36
Own W.
8.150
Type D.L. L.L. a b c
Own W. Uniform 15.925 0.000 0.000 8.150
3S36 Uniform 8.598 6.000 0.000 8.150
3S36A Uniform 4.299 3.000 0.000 8.150
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* C3XB10 * L = 4.575 Sec.= 885x500
3YB71
3YB72
3S37
Own W.
4.575
Type D.L. L.L. a b c
Own W. Uniform 10.841 0.000 0.000 4.575
3S37 Trapez. 8.598 6.000 0.000 4.575 2.150
3YB71 Concen. 122.200 5.789 4.425
3YB72 Concen. 154.738 1.759 4.425
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SUPPORT OF BEAMS :
No. Mark Type Angle B D H B D H
-----------------------------------( Upper )------------( Lower )-----
1 3MB-10B Beam 800
2 3MB-11B Beam 1000
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TRANSFERRED SHEARS AND MOMENTS OF BEAMS :
Mark Type FIXED END MOMENTS TRANSFERRED SHEARS
------------------------(LHS)--------(RHS)--------(LHS)--------(RHS)-
3XB10 D.L. 159.536 159.536 -52.686 287.585
L.L. 49.817 49.817 28.493 44.857
C3XB10 D.L. 1386.604 0.000 347.387 0.000
L.L. 66.680 0.000 22.097 0.000
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* 3XB10 * L = 8.150 Sec.= 1000x650
--------------------------------------<----Top Bars---->-<-----Bot.Bars---->----------------
Dist. -Mmax Beta +Mmax Beta At Ac d2 At Ac d2 Vmax Av/s
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0.000 0.000 1.000 0 0 145.0 : 0 0 70.0 223.109 650
0.340 -47.108 1.000 72.607 1.000 133 0 145.0 : 189 0 70.0 204.517 650
0.679 -97.541 1.000 138.901 1.000 276 0 145.0 : 361 0 70.0 185.925 650
1.019 -151.296 1.000 198.881 1.000 428 0 145.0 : 517 0 70.0 167.332 650
1.358 -208.376 1.000 252.548 1.000 590 0 145.0 : 657 0 70.0 148.740 650
1.698 -268.779 1.000 299.900 1.000 761 0 145.0 : 780 0 70.0 -142.273 650
2.037 -332.506 1.000 340.939 1.000 941 0 145.0 : 887 0 70.0 -155.975 650
2.377 -399.556 1.000 375.664 1.000 1131 0 145.0 : 977 0 70.0 -169.677 650
2.717 -469.931 1.000 404.076 1.000 1330 0 145.0 : 1051 0 70.0 -183.380 650
3.056 -543.628 1.000 426.174 1.000 1539 0 145.0 : 1109 0 70.0 -197.082 650
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Mott MacDonald QMH CP2013 20-Sep-24 Page: B1
BEAM DESIGN PROGRAM (BEAM-2013) Version 5.0 BD Ref. No.: S0919
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3.396 -620.650 1.000 441.958 1.000 1757 0 145.0 : 1150 0 70.0 -214.095 650
3.735 -700.995 1.000 451.429 1.000 1984 0 145.0 : 1175 0 70.0 -232.688 650
4.075 -784.664 1.000 454.586 1.000 2221 0 145.0 : 1183 0 70.0 -251.280 650
4.415 -871.656 1.000 451.429 1.000 2467 0 145.0 : 1175 0 70.0 -269.873 650
4.754 -961.972 1.000 441.958 1.000 2731 0 145.0 : 1150 0 70.0 -288.465 650
5.094 -1055.612 1.000 426.174 1.000 3014 0 145.0 : 1109 0 70.0 -307.058 650
5.433 -1152.575 1.000 404.076 1.000 3311 0 145.0 : 1051 0 70.0 -325.650 650
5.773 -1252.863 1.000 375.664 1.000 3622 0 145.0 : 977 0 70.0 -344.243 650
6.112 -1356.473 1.000 340.939 1.000 3948 0 145.0 : 887 0 70.0 -362.835 650
6.452 -1463.408 1.000 299.900 1.000 4290 0 145.0 : 780 0 70.0 -381.428 650
6.792 -1573.666 1.000 252.548 1.000 4649 0 145.0 : 657 0 70.0 -400.020 650
7.131 -1687.248 1.000 198.881 1.000 5024 0 145.0 : 517 0 70.0 -418.612 650
7.471 -1804.153 1.000 138.901 1.000 5418 0 145.0 : 361 0 70.0 -437.205 650
7.810 -1924.382 1.000 72.607 1.000 5831 0 145.0 : 189 0 70.0 -455.797 650
8.150 -2047.935 1.000 0.000 1.000 6265 0 145.0 : 0 0 70.0 -474.390 650
Span-Effective Depth Ratio : Actual = 8.763 < Allowable = 69.000 O.K.
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* C3XB10 * L = 4.575 Sec.= 885x500
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Dist.(M) 0.000 0.457 0.915 1.372 1.830 2.287 2.745 3.202 3.660 4.117 4.575
-Mmax -2047.93-1811.01-1578.22-1350.54-1128.92 -914.33 -707.34 -507.38 -313.48 -124.68 0.00
Top : At 8025 6905 5787 4788 3886 3067 2318 1634 1010 402 0
d2 133.7 133.7 133.7 133.7 133.7 133.7 133.7 133.7 133.7 133.7 133.7
......................................................................................
Bot : Ac 222 0 0 0 0 0 0 0 0 0 0
d2 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0
Vmax(kN) 521.70 513.70 503.60 491.39 477.07 460.74 444.42 430.10 417.89 407.79 -0.00
Av/s 500 500 500 500 500 500 500 500 500 500 500
Span-Effective Depth Ratio : Actual = 6.090 < Allowable = 8.154 O.K.
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6T40 3T20
5T40 5T40
5T40 5T40
6T40 5T40
T10 T10
DS.@300 DS.@300
3XB10 (1000x650) C3XB10 (885x500)
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Mott MacDonald QMH CP2013 20-Sep-24 Page: B2
