3. Design a column of wide flange section W for the member (DE) of the frame shown below The frame is fully braced in the perpendicular plane ( Ky = 1.00 ) while the other plane is free to sway Assume the axial load on the column is 2500 kN. Use A36 steel materials. 3-6 4.2m B 6.8 I 4.8m IS [21] F 6.0m I
3. Design a column of wide flange section W for the member (DE) of the frame shown below The frame is fully braced in the perpendicular plane ( Ky = 1.00 ) while the other plane is free to sway Assume the axial load on the column is 2500 kN. Use A36 steel materials. 3-6 4.2m B 6.8 I 4.8m IS [21] F 6.0m I
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![3. Design a column of wide flange section W for the member (DE) of
the frame shown below The frame is fully braced in the
perpendicular plane (Ky = 1.00) while the other plane is free to sway
Assume the axial load on the column is 2500 kN. Use A36 steel
materials.
3.6
4.2
B
0.8 I
4.8m
IS
[21]
H
F
u
6.0m
I
H](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F517f8e01-b8df-4d2b-a748-bea05242a275%2F9776284c-aeb8-4b1c-857e-543d34b113dd%2Frjc0r7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3. Design a column of wide flange section W for the member (DE) of
the frame shown below The frame is fully braced in the
perpendicular plane (Ky = 1.00) while the other plane is free to sway
Assume the axial load on the column is 2500 kN. Use A36 steel
materials.
3.6
4.2
B
0.8 I
4.8m
IS
[21]
H
F
u
6.0m
I
H
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