Q.1 A W14 x 120 section A992 (Fy= 50 ksi) is specified for the column shown in Fig. 1 Calculate the available strength of the column if it is pinned at both ends and unbraced about both axes. (a) b) Using tables determine a suitable column section to safely support the applied loads if the end conditions are fixed at the base and pinned at the top about both axes. PD=250 k PL=450 k L=32' FIG. 1
Q.1 A W14 x 120 section A992 (Fy= 50 ksi) is specified for the column shown in Fig. 1 Calculate the available strength of the column if it is pinned at both ends and unbraced about both axes. (a) b) Using tables determine a suitable column section to safely support the applied loads if the end conditions are fixed at the base and pinned at the top about both axes. PD=250 k PL=450 k L=32' FIG. 1
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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