05-06ChapGere.0007

# 05-06ChapGere.0007 - A-PDF Split DEMO : Purchase from...

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Problem 5.12-17 A tension member constructed of an L 4 3 4 3 3 / 4 inch angle section (see Appendix E) is subjected to a tensile load P 5 15 kips that acts through the point where the midlines of the legs intersect (see figure). Determine the maximum tensile stress s t in the angle section. Solution 5.12-17 Angle section in tension SECTION 5.12 Eccentric Axial Loads 369 11 3 3 2 2 C P 3 3 4 L 4 3 4 3 Bending occurs about axis 3-3. A 5 5.44 in. 2 t 5 thickness of legs c 5 1.27 in. 5 0.75 in. e 5 eccentricity of load P 5 1.266 in. P 5 15 k (tensile load) c 1 5 distance from centroid C to corner B of angle (see Table E-4)
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## This note was uploaded on 09/20/2009 for the course COE 3001 taught by Professor Armanios during the Spring '08 term at Georgia Tech.

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