Design (LRFD) a column to support the loads: Dead load = 378 kN Live load = 622 kN The 6.096 m-long member is fixed at the bottom and fixed against rotation but free to translate at the top. Use Fy = 345 MPa

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design (LRFD) a column to support the loads:
Dead load = 378 kN
Live load = 622 kN
The 6.096 m - long member is fixed at the bottom and fixed against rotation but free to
translate at the top.
Use
Fy=345 MPa
Select the lightest W10.
W10X100
W10X77
W10X68
W10X112
W10X49
O W10X88
Transcribed Image Text:Design (LRFD) a column to support the loads: Dead load = 378 kN Live load = 622 kN The 6.096 m - long member is fixed at the bottom and fixed against rotation but free to translate at the top. Use Fy=345 MPa Select the lightest W10. W10X100 W10X77 W10X68 W10X112 W10X49 O W10X88
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