For the column shown in Fig. 3, use LRFD and select the lightest W21 of Fy 65 ksi to resist a service dead load of 100 kips and a service live load of 250 kips. Both ends are pinned. Dead load=100k Live load = 250k 16' Fig. (3)

Structural Analysis
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Chapter2: Loads On Structures
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For the column shown in Fig. 3, use LRFD and select the lightest W21 of Fy = 65 ksi to resist a
service dead load of 100 kips and a service live load of 250 kips. Both ends are pinned.
Dead load=100 k
Live load = 250k
16'
Fig. (3)
Transcribed Image Text:For the column shown in Fig. 3, use LRFD and select the lightest W21 of Fy = 65 ksi to resist a service dead load of 100 kips and a service live load of 250 kips. Both ends are pinned. Dead load=100 k Live load = 250k 16' Fig. (3)
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