AW 310 x 118 section with a length of 8.0 m is used as a column 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 other free Properties of W 310 x 118

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Chapter5: Beams
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Problem 5.13.2P
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• AW 310 x 118 section with a length of 8.0 m is used as a column.
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 other free
Properties of W 310 x 118
A = 15000 mm²
rx = 136 mm
ry = 77.6 mm
CIVIL ENGINEERING-
STEEL
DESIGN
Transcribed Image Text:• AW 310 x 118 section with a length of 8.0 m is used as a column. 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 other free Properties of W 310 x 118 A = 15000 mm² rx = 136 mm ry = 77.6 mm CIVIL ENGINEERING- STEEL DESIGN
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