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BEAM CRIPPLING CALCULATIONS

thread725-3846

BEAM CRIPPLING CALCULATIONS

BEAM CRIPPLING CALCULATIONS

(OP)
Is there a better way to calculate crippling values of beam webs than the one given in the AISC manual?  We want to use a beam clamp to support a 10kip load from the bottom flange of a 6W12 beam.  Also does combining W beams and C channels have any effect on the web crippling ?

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