AW 12 x 65 column section shown in the figure is pinned at each end and has an additional support in the weak direction at a point 4.1 m from the top. Use X- 4.8 m K 1 for both directions. Y X+Y Properties of W 12 x 65 A 12323 mm? Tx 134.11 mm ry- 76.71 mm F,- 248 MPa Determine the allowable compressive strength (kN).
AW 12 x 65 column section shown in the figure is pinned at each end and has an additional support in the weak direction at a point 4.1 m from the top. Use X- 4.8 m K 1 for both directions. Y X+Y Properties of W 12 x 65 A 12323 mm? Tx 134.11 mm ry- 76.71 mm F,- 248 MPa Determine the allowable compressive strength (kN).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:AW 12 x 65 column section shown in the figure is pinned at each end and has an additional support in the weak direction
at a point 4.1 m from the top.
Use X- 4.8 m
K 1 for both directions.
X+Y
Properties of W 12 x 65
A 12323 mm2
- 134.11 mm
ry 76.71 mm
Fy- 248 MPa
Determine the allowable compressive strength (kN).
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