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Analyze the frame shown in Figure below using flexibility method of analysis. Take EI as constant. w=25.84 kN/m 40 kN+ 25.84 KN/m w = 6
Analyze the frame shown in Figure below using flexibility method of analysis. Take EI as constant.
w=25.84 kN/m
40 kN+ 25.84 KN/m w = 6 m 30KN 80 kN- 4.5m E, A, I = constant 6 m E = 30 GPa A = 75,000 mm2 I= 4.8(10) mm* 9 m
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Step: 1
Free Body Diagram of the frame Number of unknowns U 6 Number of equations of equilibrium E 3 Thus static degree of indeterminacy of frame is given by D si UE D si 63 D si 3 Step 1 Select V E H E and M ...
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A First Course in the Finite Element Method
Authors: Daryl L. Logan
6th edition
1305635116, 978-1305887176, 1305887174, 978-1305635111
