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try the International Building Code for starters. Usually deflection for beams is limited to l/360 or l/240 but there are other specific situations which have other requirments.

The AISC manual for steel construction also gives requirements for slenderness ratios and deflection limits.

2007-02-09 17:20:25 · answer #1 · answered by MrWiz 4 · 0 0

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