Fundamentals Of Structural Analysis:
5th Edition
ISBN: 9781260083330
Author: Leet, Kenneth
Publisher: MCGRAW-HILL HIGHER EDUCATION
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Chapter 4, Problem 17P
To determine
Find the force in each bar and mention the force is tension or compression of the bars in the truss.
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SITUATION 3: A simply-supported steel beam 6 m long carries a uniform load of 25 kN/m and an axial
compressive force of 250 kN. Assume both flange and web are compact. The properties of the rolled section are
as follows: Show your complete solution and box only the final answer.
Flange Width, bf = 210 mm
Flange thickness, tf = 24 mm
Overall depth, d=225 mm
Web thickness, tw 14 mm
Yield Strength, Fy=248 Mpa
Radius of Gyration, ry = 54.342 mm
Cb = 1.136
J = 2,097,256 mm²
rts = 62.089 mm
1. Determine the total moment of inertia along x-axis.
2. Determine the total moment of inertia along y-axis
3. What is the allowable axial compressive strength of the beam, in kN?
4. What is the allowable flexural strength of the beam, in kN-m?
1. 108.764 x 106 mm*
2. 37.084 x 106 mm*
3. 982.304 KN
4. 166.723 KN-m
steel design
steel design
Chapter 4 Solutions
Fundamentals Of Structural Analysis:
Ch. 4 - Prob. 1PCh. 4 - Prob. 2PCh. 4 - P4.3 and P4.4. Determine the forces in all bars of...Ch. 4 - Prob. 4PCh. 4 - P4.5 to P4.10. Determine the forces in all bars of...Ch. 4 - P4.5 to P4.10. Determine the forces in all bars of...Ch. 4 - P4.5 to P4.10. Determine the forces in all bars of...Ch. 4 - P4.5 to P4.10. Determine the forces in all bars of...Ch. 4 - P4.5 to P4.10. Determine the forces in all bars of...Ch. 4 - P4.5 to P4.10. Determine the forces in all bars of...
Ch. 4 - P4.11 to P4.15. Determine the forces in all bars...Ch. 4 - P4.11 to P4.15. Determine the forces in all bars...Ch. 4 - P4.11 to P4.15. Determine the forces in all bars...Ch. 4 - P4.11 to P4.15. Determine the forces in all bars...Ch. 4 - P4.11 to P4.15. Determine the forces in all bars...Ch. 4 - Prob. 16PCh. 4 - P4.17 to P4.21. Determine the forces in all bars...Ch. 4 - P4.17 to P4.21. Determine the forces in all bars...Ch. 4 - Prob. 19PCh. 4 - Prob. 20PCh. 4 - Prob. 21PCh. 4 - Prob. 22PCh. 4 - Prob. 23PCh. 4 - Prob. 24PCh. 4 - Prob. 25PCh. 4 - Prob. 26PCh. 4 - Prob. 28PCh. 4 - Prob. 29PCh. 4 - Prob. 30PCh. 4 - Prob. 31PCh. 4 - Prob. 32PCh. 4 - Prob. 33PCh. 4 - Prob. 34PCh. 4 - Prob. 37PCh. 4 - Prob. 38PCh. 4 - Prob. 39PCh. 4 - Prob. 40PCh. 4 - Prob. 41PCh. 4 - Prob. 42PCh. 4 - Prob. 43PCh. 4 - Prob. 45PCh. 4 - Prob. 46PCh. 4 - Prob. 47PCh. 4 - Prob. 48PCh. 4 - Prob. 49PCh. 4 - Prob. 51P
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