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

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Chapter5: Beams
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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
Transcribed Image Text: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
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