For the rigid frames shown in Figures P5-5 through P5-15, determine the displacements and rotations of the
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Figure P5-5
Figure P5-6
Figure P5-7
Figure P5-8
Figure P5-9
Figure P5-10
Figure P5-11
Figure P5-12
Figure P5-13
Figure P5-14
Figure P5-15
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40 kip 2 15 ft 15 ft E = 30 x 10 psi A = 10 in.? I= 200 in. 40 kip 30 ft 10 ft - 20 kip - 10 ft - 40 kip 12n -12 ft 12 ft 2) E = 30 x 106 psi A = 10 in.? I = 200 in. 40 kip 20 ft 3) 20 kip 10 ft+ 15 ft 10 ft 2.
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1 Element 12 1 After imposing the boundary conditions u 1 v 1 1 and u 3 v 3 3 we have Element 2 3 2 Equivalent forces Assembled global equations Solving u2 00562 in v2 01792 in 2 000965 rad Element fo...View the full answer
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Related Book For
A First Course in the Finite Element Method
ISBN: 978-1305635111
6th edition
Authors: Daryl L. Logan
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