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manualwise - AISC
shear stress and moment gradient over the cope length. Therefore, these effects must be considered before using the inflection point to define .e Generally, the influence of the inflec-tion point location increases as the cope slenderness decreases. For design purpos-es, it is recommended that e is defined as shown in Figure 4. The pending ...
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steelwise - AISC Home
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Code of Standard Practice for Steel Buildings and …
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