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Problem 1. Determine the horizontal deflection at joint E of the truss shown below by a) Virtual work method [13 pts] b) Castigliano's second
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Problem 1. Determine the horizontal deflection at joint E of the truss shown below by a) Virtual work method [13 pts] b) Castigliano's second theorem [13 pts] 6k 6k 6k Esa-t-sats ft+sa EA constant E= 29,000 ksi A=6 in.?
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Engineering Mechanics Statics
Authors: R. C. Hibbeler
12th Edition
136077900, 978-0136077909
