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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) EQUAL SPAN CONTINUOUS BEAMS CENTRAL POINT LOADS Moment coefficient x Wx L Reaction = coefficient x W where W is the Load on one span only and L is one span 1W Bending moment and reaction 1103
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 1104 Bending moment and reaction EQUAL SPAN CONTINUOUS BEAMS POINT LOADS AT THIRD POINTS OP SPANS Moment = coefficient A' Wx L React/on = coef/cIenf x W where Wis the total boo' on one span only a L is one span 'Yz Wiz Wk "lz
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