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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4c18841c-faea-4414-9d42-ea5b1397e146%2Fbeba316a-661c-4852-870d-aa750013ad76%2F7k0er4m_processed.jpeg&w=3840&q=75)
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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