When evaluating web crippling for a flat pan standing seam roof panel, can the standing seam clip which holds the lap down be considered a fastened to the support condition?
Related Questions
- When evaluating web crippling for a flat pan standing seam roof panel, can the standing seam clip which holds the lap down be considered a fastened to the support condition?
- When evaluating the web crippling capacity of a flat pan standing seam roof panel, should the multi-web deck coefficients be used?
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