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For the beam shown below, what is most nearly the vertical deflection at midspan? The beam is comprised of normal-weight concrete (E = 4000
For the beam shown below, what is most nearly the vertical deflection at midspan? The beam is comprised of normal-weight concrete (E = 4000 ksi) and has a moment of inertia of 1000 in4. 20 kip A. 0.01 inches (downward) B. 2.58 inches (downward) C. 4.93 inches (downward) D. 6.12 inches (downward) 2 kip/ft. 10' 14'
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Given E 4000 ksi I 1000 in 4 A EI 4000 x 1000 144 2 Ay EI 2777777...
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A First Course in the Finite Element Method
Authors: Daryl L. Logan
6th edition
1305635116, 978-1305887176, 1305887174, 978-1305635111
