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valentine
18.08.20, 20:15
The plane truss shown in Figure Q2belowis supported at 1, 2 and 3 with
hinge supports. Due to the combined effect of loading as shown in
FigureQ2below, it has a settlement of 7.5mm at the support 2. Assuming
that E = 200 GPa and A = 2200 mm2, use the stiffness matrix method to
determine the following
valentine
18.08.20, 20:14
The beam shown in FigureQ1belowhas a hinge support at A and the
supports B, C and D are rollers. It carries downward uniformly
distributed load of 5kN/m at span C-D. Use the supports B and C as
your releases and use the flexibility method to do the following:
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Dear valentine, please use the panel for submitting new questions.
The plane truss shown in Figure Q2belowis supported at 1, 2 and 3 with hinge supports. Due to the combined effect of loading as shown in FigureQ2below, it has a settlement of 7.5mm at the support 2. Assuming that E = 200 GPa and A = 2200 mm2, use the stiffness matrix method to determine the following
The beam shown in FigureQ1belowhas a hinge support at A and the supports B, C and D are rollers. It carries downward uniformly distributed load of 5kN/m at span C-D. Use the supports B and C as your releases and use the flexibility method to do the following:
Leave a comment