The W section is reinforced at top and bottom flanges by a 250 mm wide by 16 mm thick plate is used as a column with with a length of 5.0 m. Determine the safe axial load the column can carry using AISC specifications with Fy = 345 MPa when: a) column ends are fixed b) one end of the column is fixed; the hinged c) both ends are hinged 200 mm CIVIL ENGINEERING - STEEL DESIGN 13.41 tw = 8.08mm 250 mm
The W section is reinforced at top and bottom flanges by a 250 mm wide by 16 mm thick plate is used as a column with with a length of 5.0 m. Determine the safe axial load the column can carry using AISC specifications with Fy = 345 MPa when: a) column ends are fixed b) one end of the column is fixed; the hinged c) both ends are hinged 200 mm CIVIL ENGINEERING - STEEL DESIGN 13.41 tw = 8.08mm 250 mm
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.12.2P
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