A W section of A36 steel (F= 250 MPa and Fu= 400 MPa) to serve as a column 9.15 m long to carry an axial compressive service load of 220 KN dead load and 490 KN live load in a braced structure. The member is assumed pinned at top and bottom and in addition has weak direction support at mid-height. Use LRFD.
A W section of A36 steel (F= 250 MPa and Fu= 400 MPa) to serve as a column 9.15 m long to carry an axial compressive service load of 220 KN dead load and 490 KN live load in a braced structure. The member is assumed pinned at top and bottom and in addition has weak direction support at mid-height. Use LRFD.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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-If a W14 x 43 is used, is the section adequate?0
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