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Would you add web or connected stiffener element area in the effective area for axial capacity calcs when they are bolted connection instead of welds?
Only with caution. Bolts have tolerances so will need to move before load is carried.
Good Job.
great
Would you add web or connected stiffener element area in the effective area for axial capacity calcs when they are bolted connection instead of welds?
Only with caution. Bolts have tolerances so will need to move before load is carried.
Good Job.
great