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BEAM CRIPPLING CALCULATIONS

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bumpjones

Mechanical
Joined
Nov 9, 2000
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44
Location
US
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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