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strength of short steel beam (h/l>1/5)

strength of short steel beam (h/l>1/5)

strength of short steel beam (h/l>1/5)

(OP)
I remeber the strength ( or allowance stress) should time a coefficient (<1), but I forgot what's the exact.

Can you give me a answer?

RE: strength of short steel beam (h/l>1/5)

If you are in the US and have access to AISC, see provisions on design of "Plate Girders".  

RE: strength of short steel beam (h/l>1/5)

(OP)
Thanks.

I can't find in AISC codes
 

RE: strength of short steel beam (h/l>1/5)

See p. 2-213, 9th Ed (Green Book).

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