A steel column 6 m long and hinged at both ends is used to carry an axial compressive load of 880 kN and a moment of 330 kN.m. about its strong axis. The column is subjected to sidesway. Fy= 248 MPa Analyze the adequacy of the column. The properties of the section are: A=22774 mm² Sy=1,105,931 mm² ly= 206.035 x 10 mm tf=23.9 mm rt = 102.62 mm Sx=3,123,399 mm ry = 95.12mm Wt= 179.14 kg/m tw=15mm x = 158.81mm tx=574.4 x10³ mm bf=376.6 mm d=367.8 mm

A steel column 6 m long and hinged at both ends is used to carry an axial compressive load of 880 kN and a moment of 330 kN.m. about its strong axis. The column is subjected to sidesway. Fy= 248 MPa Analyze the adequacy of the column. The properties of the section are: A=22774 mm² Sy=1,105,931 mm² ly= 206.035 x 10 mm tf=23.9 mm rt = 102.62 mm Sx=3,123,399 mm ry = 95.12mm Wt= 179.14 kg/m tw=15mm x = 158.81mm tx=574.4 x10³ mm bf=376.6 mm d=367.8 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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