COLD FORMED STEEL DESIGN/LATERAL LOAD
COLD FORMED STEEL DESIGN/LATERAL LOAD
(OP)
Is there a procedure for evaluating the capacity of a cold formed steel channel with a pressure loading perpendicular to the web?
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COLD FORMED STEEL DESIGN/LATERAL LOAD
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COLD FORMED STEEL DESIGN/LATERAL LOADCOLD FORMED STEEL DESIGN/LATERAL LOAD(OP)
Is there a procedure for evaluating the capacity of a cold formed steel channel with a pressure loading perpendicular to the web?
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RE: COLD FORMED STEEL DESIGN/LATERAL LOAD
Just use the normal shear and bending moment calculation formula appropriate for your channel's end boundary conditions to calculate shear stress at the supports and bending stress at center span.
RE: COLD FORMED STEEL DESIGN/LATERAL LOAD
RE: COLD FORMED STEEL DESIGN/LATERAL LOAD