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
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Topic: COMBINED STRESS - STEEL DESIGN

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 10³ mm
tf=23.9 mm
rt = 102.62 mm
Sx=3,123,399 mm²
ry=95.12mm
Wt=179.14 kg/m
tw=15 mm
x = 158.81mm
tx=574.4 x10³ mm
bf=376.6 mm
d=367.8 mm
Transcribed Image Text: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 10³ mm tf=23.9 mm rt = 102.62 mm Sx=3,123,399 mm² ry=95.12mm Wt=179.14 kg/m tw=15 mm x = 158.81mm tx=574.4 x10³ mm bf=376.6 mm d=367.8 mm
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