A load P is applied at the end of a rigid beam that is just sufficient...
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A load P is applied at the end of a rigid beam that is just sufficient to close the gap between the rigid beam and the top of the column (2) at C. Then, the load P is increased until 2 = 1230 με. [a = 3 ft,b = 6 ft, c =3 ft, L₁ = 4 ft, L₂ = 3 ft, gap = 0.25 in.] (1) gap (2) L₂ What is the strain in element (1) for the original load P, just sufficient enough to close the gap at C? 2600 με 950 με 2250 με 3210 με 5010 με A load P is applied at the end of a rigid beam that is just sufficient to close the gap between the rigid beam and the top of the column (2) at C. Then, the load P is increased until 2 = 1230 με. [a = 3 ft,b = 6 ft, c =3 ft, L₁ = 4 ft, L₂ = 3 ft, gap = 0.25 in.] (1) gap (2) L₂ What is the strain in element (1) for the original load P, just sufficient enough to close the gap at C? 2600 με 950 με 2250 με 3210 με 5010 με
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Related Book For
Vector Mechanics for Engineers Statics and Dynamics
ISBN: 978-0073212227
8th Edition
Authors: Ferdinand Beer, E. Russell Johnston, Jr., Elliot Eisenberg, William Clausen, David Mazurek, Phillip Cornwell
Posted Date:
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