3. Use A992 steel and select a W shape for the loads and moments shown in the picture. The loads and moments are unfactored and are 25% dead load and 75% live load. The member is part of a braced frame. Use Kx = Ky = 1.0. 236 k P = 80 k 15' 168 ft-k M 133 ft-k 43 ft-k T 16' My Mntx=27 ft-k My=9ft-k Problem 2 Problem 3

Steel Design (Activate Learning with these NEW titles from Engineering!)
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ISBN:9781337094740
Author:Segui, William T.
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Chapter6: Beam–columns
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3. Use A992 steel and select a W shape for the loads and moments shown in the picture. The loads and moments
are unfactored and are 25% dead load and 75% live load. The member is part of a braced frame. Use Kx = Ky =
1.0.
236 k
P = 80 k
15'
168 ft-k
M
133 ft-k
43 ft-k
T
16'
My
Mntx=27 ft-k
My=9ft-k
Problem 2
Problem 3
Transcribed Image Text:3. Use A992 steel and select a W shape for the loads and moments shown in the picture. The loads and moments are unfactored and are 25% dead load and 75% live load. The member is part of a braced frame. Use Kx = Ky = 1.0. 236 k P = 80 k 15' 168 ft-k M 133 ft-k 43 ft-k T 16' My Mntx=27 ft-k My=9ft-k Problem 2 Problem 3
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