SJI 1.15 Factor for MoI
SJI 1.15 Factor for MoI
(OP)
Can someone give me a reference why the SJI says to reduce the moment of inertia by 1.15 when calcing deflection of steel trusses?
Thanks
Thanks
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RE: SJI 1.15 Factor for MoI
A discussion and an alternate means of this calculation can be found here:
http://
RE: SJI 1.15 Factor for MoI