- 2 13 6 Assumic That The Memher Colunin B In Problemi 13 4 Is Part Of An Abraced Frame And That Max Imum Nonsway Moi 1 (102.61 KiB) Viewed 47 times
2) (13.6 Assumic that the memher (Colunin B) in Problemi 13.4 is part of an abraced frame and that max- imum nonsway moi
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2) (13.6 Assumic that the memher (Colunin B) in Problemi 13.4 is part of an abraced frame and that max- imum nonsway moi
2) (13.6 Assumic that the memher (Colunin B) in Problemi 13.4 is part of an abraced frame and that max- imum nonsway moinents M are 28 and 20 ft-kips due to dead and live loads, respectively. Also, a maxiinum M, sway moment of 85 11- kips due to strength-level wind lerad must be carried. The axial compressive loads are 30 hips service dead load and 10 Lips service live load. The total factored load LP to all live columns in the story is 500 hips for the loud combination 1.2)) = 1:01 +0.51.. Investigate the adequacy of the 14.iss. square exterior column (coliam B. Il found to be inadequate. redesign the number assuming that the loadings are not affected by . change in member stillness. 16 دل
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