EBK ELEMENTARY SURVEYING
15th Edition
ISBN: 8220106714225
Author: GHILANI
Publisher: PEARSON
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Chapter 7, Problem 7.11P
To determine
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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
Chapter 7 Solutions
EBK ELEMENTARY SURVEYING
Ch. 7 - Define the different reference meridians that can...Ch. 7 - Prob. 7.2PCh. 7 - Why is it important to adopt a standard angle...Ch. 7 - Prob. 7.4PCh. 7 - Prob. 7.5PCh. 7 - In Problems 7.6 through 7.? I9, convert the...Ch. 7 - Prob. 7.7PCh. 7 - Prob. 7.8PCh. 7 - Prob. 7.9PCh. 7 - Prob. 7.10P
Ch. 7 - Prob. 7.11PCh. 7 - Prob. 7.12PCh. 7 - For a bearing DE = NUS 5 53’56 ”WT and angles to...Ch. 7 - ?.14 Similar to Problem ?.13 El, except the...Ch. 7 - Prob. 7.15PCh. 7 - Course AB of a ?ve-sided traverse runs due north....Ch. 7 - Prob. 7.17PCh. 7 - Prob. 7.18PCh. 7 - Prob. 7.19PCh. 7 - Prob. 7.20PCh. 7 - Prob. 7.21PCh. 7 - Prob. 7.22PCh. 7 - Prob. 7.23PCh. 7 - Prob. 7.24PCh. 7 - Prob. 7.25PCh. 7 - Prob. 7.26PCh. 7 - Prob. 7.27PCh. 7 - Prob. 7.28PCh. 7 - Prob. 7.29PCh. 7 - For Problems 7.30 through 7.32 the observed...Ch. 7 - Prob. 7.31PCh. 7 - Prob. 7.32PCh. 7 - Prob. 7.33PCh. 7 - Prob. 7.34PCh. 7 - Prob. 7.35PCh. 7 - Prob. 7.36PCh. 7 - Prob. 7.37PCh. 7 - Prob. 7.38P
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