Tables - Bending Moment and Reaction Tables for Continuous Beams
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EQUAL SPAN CONTINUOUS BEAMS UNIFORMLY DISTRIBUTED LOADS Moment = coefficient x W x L Reaction coefficient x W where W is the UD.L. on one span only and L is one span W\ —OO6J 0•096 W, —0.100 VA —0100 VA ooeo O•OZS o 0080 0 o — — o W 0.0s0 W 0•101 0101 o 0 0 0 o.o5o W\ 0.o50 0075 —0•117 W\ 0073 0054 "II o 0 0072 0.06/ 0•098 ol —0036 W. —Q./07 ______________ 034 0054 0056 VA _______________ 00P4 0 6 — 0049 W1 —0054 #00/4 0074 0 01 0 1102 Bending moment and reaction Steel Designers Manual (6th Edition) - Bending moment and reaction tables for continuous beams Discuss me ... Created on 02 March 2009 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement
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Continuous beam tables
Transcript of Tables - Bending Moment and Reaction Tables for Continuous Beams
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EQUAL SPAN CONTINUOUS BEAMSUNIFORMLY DISTRIBUTED LOADS
Moment = coefficient x W x LReaction coefficient x W
where W is the UD.L. on one span only and L is one span
W\ OO6J
0096
W, 0.100 VA 0100 VAooeo OOZS o 0080 0
o oW 0.0s0 W
0101 0101
o 0 0 0o.o5o W\ 0.o50
0075
0117 W\
0073 0054"IIo 0
0072 0.06/ 0098ol
0036 W. Q./07______________ 0340054 0056
VA _______________00P4
06 0049 W1 0054 #00/40074
0 01 0
1102 Bending moment and reaction
Steel Designers Manual (6th Edition) - Bending moment and reaction tables for continuous beams
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EQUAL SPAN CONTINUOUS BEAMSCENTRAL POINT LOADS
Moment coefficient x Wx LReaction = coefficient x W
where W is the Load on one span only and L is one span
1W
Bending moment and reaction 1103
Steel Designers Manual (6th Edition) - Bending moment and reaction tables for continuous beams
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EQUAL SPAN CONTINUOUS BEAMSPOINT LOADS AT THIRD POINTS OP SPANS
Moment = coefficient A' Wx LReact/on = coef/cIenf x W
where Wis the total boo' on one span only a L is one span'Yz Wiz Wk "lz
1104 Bending moment and reaction
Steel Designers Manual (6th Edition) - Bending moment and reaction tables for continuous beams
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