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Steel Designers Manual - TheBestFriend.org

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This material is copyright - all rights reserved. Reproduced under licence from The <strong>Steel</strong> Construction Institute on 12/2/2007<br />

To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.<strong>org</strong>/<br />

<strong>Steel</strong> <strong>Designers</strong>' <strong>Manual</strong> - 6th Edition (2003)<br />

1102 Bending moment and reaction<br />

EQUAL SPAN CONTINUOUS BEAMS<br />

UNIFORMLY DISTRIBUTED LOADS<br />

Moment = coefficient x W x L<br />

Reaction coefficient x W<br />

where W is the UD.L. on one span only and L is one span<br />

ol<br />

W\ —OO6J<br />

0•096<br />

W, —0.100 VA —0100 VA<br />

ooeo O•OZS o 0080 0<br />

o — — o<br />

W 0.0s0 W<br />

0•101 0101<br />

o 0 0 0<br />

o.o5o W\ 0.o50<br />

0075<br />

—0•117 W\<br />

0073 0054<br />

"II<br />

o 0<br />

0072 0.06/ 0•098<br />

—0036 ______________ W. —Q./07<br />

0054 0056<br />

034<br />

VA _______________<br />

00P4<br />

06<br />

— 0049 W1 —0054 #00/4<br />

0074<br />

0 01 0

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