Fundamentals Of Structural Analysis:
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
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Difference between Direct and Bending stress || Combined stresses; Author: Civil Engineering;https://www.youtube.com/watch?v=ZXGSSddI5ew;License: Standard YouTube License, CC-BY