A W section is used as a column of hinged ends with a length of 6 m. Fy = 248 MPa and E = 200GPa.Use the formula for combined stress. Section properties: A = 21300 mm2 Sx = 2080 x 10^3 mm^3 rx = 119 mm Sy = 746 × 10^3 mm^3 ry = 68.10 mm Questions: Determine the safe distance along the plane of the web could an eccentric load of 197.6 kN be placed. Hint Answers: 1,420.18
A W section is used as a column of hinged ends with a length of 6 m. Fy = 248 MPa and E = 200GPa.Use the formula for combined stress. Section properties: A = 21300 mm2 Sx = 2080 x 10^3 mm^3 rx = 119 mm Sy = 746 × 10^3 mm^3 ry = 68.10 mm Questions: Determine the safe distance along the plane of the web could an eccentric load of 197.6 kN be placed. Hint Answers: 1,420.18
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.6.8P: A steel W 310 x 52 column is pin-supported at the ends and has a length L = 4 m. The column supports...
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A W section is used as a column of hinged ends with a length of 6 m. Fy = 248 MPa and E = 200GPa.Use the formula for combined stress.
Section properties:
A = 21300 mm2
Sx = 2080 x 10^3 mm^3
rx = 119 mm
Sy = 746 × 10^3 mm^3
ry = 68.10 mm
Questions:
Determine the safe distance along the plane of the web could an eccentric load of 197.6 kN be placed.
Hint Answers: 1,420.18
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