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A beam system is shown. There is an internal hinge at node 2. Determine the deflection at node . Use E = 29,000 ksi
A beam system is shown. There is an internal hinge at node 2. Determine the deflection at node . Use E = 29,000 ksi and /= 150 in. 6 ft 30 k 8 ft. 3
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Intermediate Accounting
Authors: J. David Spiceland, James Sepe, Mark Nelson
6th edition
978-0077328894, 71313974, 9780077395810, 77328892, 9780071313971, 77395816, 978-0077400163
