An axially loaded column W360 x134 has its weak axis braced at the third points. The overall length of the column 8 m. Use A 572 grade 50 Fy=345 MPa. The column is pinned connected at both ends. Properties: rx = 155 mm, ry = 95 mm, A = 17,105 mm2 Determine the slenderness ratio with respect to y-axis. Determine the slenderness ratio with respect to x-axis. Determine the critical slenderness ratio. What is the nominal compressive strength of the steel column?
An axially loaded column W360 x134 has its weak axis braced at the third points. The overall length of the column 8 m. Use A 572 grade 50 Fy=345 MPa. The column is pinned connected at both ends. Properties: rx = 155 mm, ry = 95 mm, A = 17,105 mm2 Determine the slenderness ratio with respect to y-axis. Determine the slenderness ratio with respect to x-axis. Determine the critical slenderness ratio. What is the nominal compressive strength of the steel column?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
An axially loaded column W360 x134 has
its weak axis braced at the third points.
The overall length of the column 8 m. Use
A 572 grade 50 Fy=345 MPa. The column
is pinned connected at both ends.
Properties: rx = 155 mm, ry = 95 mm,
A = 17,105 mm2
Determine the slenderness ratio with
respect to y-axis.
Determine the slenderness ratio with
respect to x-axis.
Determine the critical slenderness
ratio.
What is the nominal compressive
strength of the steel column?
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