A compound bar has a given assembly with P1 on point B and P2 on point D. Modulus of Elasticity for both materials are E, 200 GPa and E, = 105 GPa. Assume the support to be rigid. Determine the value of the reaction at E (kN). Use P1 = 80 kN and P2 = 10 kN. %3D 100 180- 100 -120→- C DI Steel B • Brass P1 P2 40-mm diam. 30-mm diam.

pts) The rigid L-shaped bar show below is supported by pin at A, steel rod at L, and titanium rod at C. Determine the force in the rods when the 2 k/ft distributed load is applied on arm CA. Determine the reaction at support A. Also, determine the strains in the steel and titanium rods. Show the free body diagrams. Show all calculations. See attached Material Properties Table for required parameters in your calculation. Rod: Steel A-36 Diameter = 3/4" L = 5 ft Rigid 2 kip/ft C 8 ft Rigid Rod: Titanium Alloy Diameter = 3/4" L = 4 ft L 5 ft A

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The structure shown consists of a single member ABCDE with a pin support at A and a roller support at E. Points B and D are at the midpoints of their respective segments. Determine the internal normal force acting on H which are located immediately to the right of B. Take N = 2 kN, O = 5 kN, and P = 5 kN.