EBK MECHANICS OF MATERIALS
7th Edition
ISBN: 8220100257063
Author: BEER
Publisher: YUZU
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Chapter 10.3, Problem 68P
A column of 21-ft effective length is obtained by connecting C10 × 20 steel channels with lacing bars as shown. Using allowable stress design, determine the allowable centric load for the column. Use σY = 36 ksi and E = 29 × 106 psi.
Fig. P10.68
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Chapter 10 Solutions
EBK MECHANICS OF MATERIALS
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