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Girded/beam design

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IndyRon

IndyRon

Structural
Sep 19, 2002
1
What is the allowable variation from centerline of the web to the centerline of the flanges? AWS D1.1 Para. 5.23.7 allows 1/4". Is this compareable to AISC Structural requirements? The girder/beams in question are supporting a 80 ton overhead crane.
 
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