EBK MECHANICS OF MATERIALS
7th Edition
ISBN: 9780100257061
Author: BEER
Publisher: YUZU
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Chapter 10.3, Problem 67P
A column of 6.4-m effective length is obtained by connecting four L89 × 89 × 9.5-mm steel angles with lacing bars as shown. Using allowable stress design, determine the allowable centric load for the column. Use σY = 345 MPa and E = 200 GPa.
Fig. P10.67
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Chapter 10 Solutions
EBK MECHANICS OF MATERIALS
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