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The column shown below is subjected to the factored axial force and bending moments about its weak and strong axis. Use the LRFD method to control whether W14x132 is strong enough to carry the combination of axial force and bending moments by: Md = 50 kip-ft MI = 40 kip-ft Md = 100 kip-ft MI = 80 kip-ft Pd = 400 kip Pl = 300 kip Pd=400 kip Pl = 300 kip Md = 50 kip-ft MI = 40 kip-ft Md=25 kip-ft MI = 20 kip-ft Md=25 kip-ft MI = 20 kip-ft L= 15 ft Md = 100 kip-ft MI = 80 kip-ft Pd = 400 kip Pl = 300 kip x Md=25 kip-ft MI = 20 kip-ft I Md=25 kip-ft MI = 20 kip-ft Pd = 400 kip Pl = 300 kip Note: The second order effects are included in the forces given a) Determine the Design Compressive Strength of the column b) Find the value of Cb ad determine the design bending strength of the column about its strong axis c) Find the design bending strength of the column about its weak axis d) Use the AISC interaction equations (H1-1a and H1-1b) to determine the adequacy of the column

The column shown below is subjected to the factored axial force and bending moments about its weak and strong axis. Use the LRFD method to control whether W14x132 is strong enough to carry the combination of axial force and bending moments by: Md = 50 kip-ft MI = 40 kip-ft Md = 100 kip-ft MI = 80 kip-ft Pd = 400 kip Pl = 300 kip Pd=400 kip Pl = 300 kip Md = 50 kip-ft MI = 40 kip-ft Md=25 kip-ft MI = 20 kip-ft Md=25 kip-ft MI = 20 kip-ft L= 15 ft Md = 100 kip-ft MI = 80 kip-ft Pd = 400 kip Pl = 300 kip x Md=25 kip-ft MI = 20 kip-ft I Md=25 kip-ft MI = 20 kip-ft Pd = 400 kip Pl = 300 kip Note: The second order effects are included in the forces given a) Determine the Design Compressive Strength of the column b) Find the value of Cb ad determine the design bending strength of the column about its strong axis c) Find the design bending strength of the column about its weak axis d) Use the AISC interaction equations (H1-1a and H1-1b) to determine the adequacy of the column

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The column shown below is subjected to the factored axial force and bending moments about its weak and strong axis. Use the LRFD method to control whether W14x132 is strong enough to carry the combination of axial force and bending moments by: Md = 50 kip-ft MI = 40 kip-ft Md = 100 kip-ft MI = 80 kip-ft Pd = 400 kip Pl = 300 kip Pd=400 kip Pl = 300 kip Md = 50 kip-ft MI = 40 kip-ft Md=25 kip-ft MI = 20 kip-ft Md=25 kip-ft MI = 20 kip-ft L= 15 ft Md = 100 kip-ft MI = 80 kip-ft Pd = 400 kip Pl = 300 kip x Md=25 kip-ft MI = 20 kip-ft I Md=25 kip-ft MI = 20 kip-ft Pd = 400 kip Pl = 300 kip Note: The second order effects are included in the forces given a) Determine the Design Compressive Strength of the column b) Find the value of Cb ad determine the design bending strength of the column about its strong axis c) Find the design bending strength of the column about its weak axis d) Use the AISC interaction equations (H1-1a and H1-1b) to determine the adequacy of the column
Transcribed Image Text:The column shown below is subjected to the factored axial force and bending moments about its weak and strong axis. Use the LRFD method to control whether W14x132 is strong enough to carry the combination of axial force and bending moments by: Md = 50 kip-ft MI = 40 kip-ft Md = 100 kip-ft MI = 80 kip-ft Pd = 400 kip Pl = 300 kip Pd=400 kip Pl = 300 kip Md = 50 kip-ft MI = 40 kip-ft Md=25 kip-ft MI = 20 kip-ft Md=25 kip-ft MI = 20 kip-ft L= 15 ft Md = 100 kip-ft MI = 80 kip-ft Pd = 400 kip Pl = 300 kip x Md=25 kip-ft MI = 20 kip-ft I Md=25 kip-ft MI = 20 kip-ft Pd = 400 kip Pl = 300 kip Note: The second order effects are included in the forces given a) Determine the Design Compressive Strength of the column b) Find the value of Cb ad determine the design bending strength of the column about its strong axis c) Find the design bending strength of the column about its weak axis d) Use the AISC interaction equations (H1-1a and H1-1b) to determine the adequacy of the column
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