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(Solved): Live load on the deck \( =40 \) psf Deck weight \( =6 \) psf Beam weight \( =12 \mathrm{lb} / \math ...




Live load on the deck \( =40 \) psf
Deck weight \( =6 \) psf
Beam weight \( =12 \mathrm{lb} / \mathrm{ft} \)
Column weight \(
Live load on the deck \( =40 \) psf Deck weight \( =6 \) psf Beam weight \( =12 \mathrm{lb} / \mathrm{ft} \) Column weight \( =120 \mathrm{lb} \) Please round to the nearest one. Foundation reaction at \( 2-\mathrm{A} \) column \( = \) \( \mathrm{Ib} \) Foundation reaction at 2 - \( \mathrm{B} \) column \( = \) lb Foundation reaction at 2 - C column \( = \) lb


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