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manualwise - AISC
duce a linear transition between the plas-tic strength and the elastic buckling curve. The shear strength is calculated according to AISC Specification Section J4.2. Flexural local buckling is likely to dominate the buckling mode for beams with long copes. Shear buckling, where the buckled shape is characterized by a single
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Overview and Design Examples - American Institute …
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