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Beam-column design and check using manual 2. Use Fy = 50 ksi and select the lightest W12-shape for the beam-column shown below. The member is part of a braced frame, and the axial load and bending moment are based on service loads consisting of 30% dead load and 70% live load (the end shears are not shown). Bending is about the strong axis, and Kx = K₁ = 1.0. The frame analysis was performed consistent with the effective length method, o the flexural rigidity, El, was unreduced. 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 15' 168 ft-k 16' P = 80 k M 133 ft-k M=43 ft-k nty Mat=27 ft-k M = 9ft-k nty Problem 2 Problem 3

Beam-column design and check using manual 2. Use Fy = 50 ksi and select the lightest W12-shape for the beam-column shown below. The member is part of a braced frame, and the axial load and bending moment are based on service loads consisting of 30% dead load and 70% live load (the end shears are not shown). Bending is about the strong axis, and Kx = K₁ = 1.0. The frame analysis was performed consistent with the effective length method, o the flexural rigidity, El, was unreduced. 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 15' 168 ft-k 16' P = 80 k M 133 ft-k M=43 ft-k nty Mat=27 ft-k M = 9ft-k nty Problem 2 Problem 3

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter6: Beam–columns
Section: Chapter Questions
Problem 6.8.1P
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Beam-column design and check using manual 2. Use Fy = 50 ksi and select the lightest W12-shape for the beam-column shown below. The member is part of a braced frame, and the axial load and bending moment are based on service loads consisting of 30% dead load and 70% live load (the end shears are not shown). Bending is about the strong axis, and Kx = K₁ = 1.0. The frame analysis was performed consistent with the effective length method, o the flexural rigidity, El, was unreduced. 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 15' 168 ft-k 16' P = 80 k M 133 ft-k M=43 ft-k nty Mat=27 ft-k M = 9ft-k nty Problem 2 Problem 3
Transcribed Image Text:Beam-column design and check using manual 2. Use Fy = 50 ksi and select the lightest W12-shape for the beam-column shown below. The member is part of a braced frame, and the axial load and bending moment are based on service loads consisting of 30% dead load and 70% live load (the end shears are not shown). Bending is about the strong axis, and Kx = K₁ = 1.0. The frame analysis was performed consistent with the effective length method, o the flexural rigidity, El, was unreduced. 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 15' 168 ft-k 16' P = 80 k M 133 ft-k M=43 ft-k nty Mat=27 ft-k M = 9ft-k nty Problem 2 Problem 3
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