Solve the structures in Figures P5-16 through P5-18 by using substructuring. Figure P5-16 (Substructure the truss at

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Solve the structures in Figures P5-16 through P5-18 by using substructuring.

Figure P5-16 (Substructure the truss at nodes 3 and 4)

P = 20 kN 5. E = 200 GPa A = 1 x 10-2 m² 4

Figure P5-17 (Substructure the beam at node 3)

10 kip 10 kip 10 kip E = 29 x 10° ksi I= 1000 in.4 2 4 3 F10n+10n-10n-t-10R 10 ft - 10 ft 10 ft 2.

Figure P5-18 (Substructure the frame at node 2)

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Solve the structures in Figures P5-16 through P5-18 by using substructuring. Figure P5-16 (Substructure the truss at

Question:

P = 20 kN 5. E = 200 GPa A = 1 x 10-2 m² 4 10 kip 10 kip 10 kip E = 29 x 10° ksi I= 1000 in.4 2 4 3 F10n+10n-10n-t-10R 10 ft - 10 ft 10 ft 2.

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1 Element 1 C 0 S 1 Element 3 C 0 S 1 Element 2 C 1 S 0 Element 4 C 1 S 0 Element 5 C 2 2 S 2 2 Boun...View the full answer

A First Course in the Finite Element Method

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