06/28/2023: Latest version only warns where there is excessive uplift - this is great when designing members for seismic loads. This idea may be closed or marked as solved.
Received yet more comments about "FAILED" beams even though we demonstrated that any uplift was counteracted by straps or post caps. PLEASE FIX THIS.
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Received yet more comments about "FAILED" beams even though we demonstrated that any uplift was counteracted by straps or post caps. PLEASE FIX THIS.