Design Column AB of the frame shown below for a design load of 3000 kN. Assume that the column is unbraced in major axis direction and braced in the minor axis direction. Assume that the same column section is used for the stories above and below. Use A572M gr. 345 Steel Materials.
Design Column AB of the frame shown below for a design load of 3000 kN. Assume that the column is unbraced in major axis direction and braced in the minor axis direction. Assume that the same column section is used for the stories above and below. Use A572M gr. 345 Steel Materials.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:4. Design Column AB of the frame shown below for a design load of
3000 kN. Assume that the column is unbraced in major axis direction
and braced in the minor axis direction. Assume that the same column
section is used for the stories above and below. Use A572M gr. 345
Steel Materials.
W310 x 117
W360 x 101
W360 x 101
W360 x 101
5.50 m
W310 x 117
A
5.50 m
B
6.00 m
4
W310 x 117
3.00 m
3.00 m
3.60 m
4.50 m
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