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Determine the member end moments and reactions for the frames shown in Fig. P15.29 by using the slope-deflection method. 18 kN/m C D 2
Determine the member end moments and reactions for the frames shown in Fig. P15.29 by using the slope-deflection method. 18 kN/m C D 2 m 50 kN - 2 m B A 5 m 3 m El = constant %3D FIG. P15.29 T
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A First Course in the Finite Element Method
Authors: Daryl L. Logan
6th edition
1305635116, 978-1305887176, 1305887174, 978-1305635111
