What is the rule of the additional diagonal member ??

29 May 2015 1 5K Report

Hi everybody

Can anyone tell us what is the rule of the additional diagonal member in open web steel joist?

Salam Mohammad

I have seen such detail in almost all of these joist in American types,so i have a doubt whether this element works as well {good} as we think

because if we assume there would be any force in this member so at the top point of it there is not equilibrium condition manner .

ahmad

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