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 4.0 m from the top. Use X = 5.2 m K 1.00 for both directions.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 4.0 m from the top.
Use X 5.2 m
K 1.00 for both directions.
Y
X-
X+Y
TP.
Properties of W 12 x 65
A 12323 mm²
rx 134.11 mm
ry= 76.71 mm
Fy= 248 MPa
Determine the design compressive strength (kN).
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 4.0 m from the top. Use X 5.2 m K 1.00 for both directions. Y X- X+Y TP. Properties of W 12 x 65 A 12323 mm² rx 134.11 mm ry= 76.71 mm Fy= 248 MPa Determine the design compressive strength (kN).
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