Design (LRFD) a column to support the loads: Dead load 2224 kN Live load=3114 kN The 731.52 cm-long member is pinned at both ends and is laterally supported in the weak direction at the one-third points of the total column length. Use Fy = 345 MPa. Select the lightest W14. O W14X398
Design (LRFD) a column to support the loads: Dead load 2224 kN Live load=3114 kN The 731.52 cm-long member is pinned at both ends and is laterally supported in the weak direction at the one-third points of the total column length. Use Fy = 345 MPa. Select the lightest W14. O W14X398
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Design (LRFD) a column to support the loads:
Dead load 2224 kN
Live load = 3114 kN
The 731.52 cm-long member is pinned at both ends and is laterally supported in the weak direction at the one-third points of the total
column length.
Use Fu 345 MPa.
Select the lightest W14.
OW14X398
O W14X211
OW14X233
OW14X159
O W14X455
OW14X283
O W14X426
O W14X370
O W14X257
OW14X342
O W14X193
OW14X500
O W14X311
OW14X176
O W14X145
O W14X132
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