Forte Software Ideas

Hanger Capacity vs Member Reaction

When selecting hangers for beams/joists, provide the hangar capacity assumed by the program with a comparison to the member reaction.

Guest
Jan 12 2023

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Guest commented

2 Feb, 2023 01:32am

Along those same lines, members "FAIL" due to uplift even though the hangers selected have sufficient uplift capacity. Annoying to have to print the calcs to PDF and cover the "FAILED" and explain in the calculations every time that the hanger we've called out has sufficient uplift capacity.

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