AISC Tension Member Example - C12x30 Rectangular Bolt Pattern

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Example of a C12x30 channel tension member bolted to a gusset plate with a rectangular pattern of bolts is evaluated for gross section yielding (tension yielding) and net section fracture (tension rupture).

American Institute of Steel of Construction AISC Steel Construction Manual 16th edition and
2022 Specification for Structural Steel Buildings (AISC 360-22)

STR05 X02-04-22 Tension Member Example 4

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