PROBLEM 1: Use the method of sections. The two beams shown are connected by an internal hinge at C and are supported by a roller at A and a fixed support at D. Simplify the shear and bending moment equations for each section. 14 kN 13 kN/m 8 kN/m 5 kN/m 72 kN · m 48 kN · m 8 kN/m 20 kN/m 3 т 6 т 4 m

Q: Determine the maximum shear and moment for the beam shown below.

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Q: For the frame below, F = 9.2 kips, a = 6 ft, b = 5 ft, and c = 3 ft. Determine the magnitude of the…

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Q: Consider the beam shown in (Figure 1). Suppose that P = 6 kip, w = 1.2 kip/ft. Point E is just to…

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Q: Answer fast and draw diagram

A: Part 1: Draw the bending moment diagram of the primary structure and calculate the bending moment at…

Q: Plot the shear and moment diagrams for the beam loaded with both the distributed load and the…

A: Answer Draw the free body diagram first replacing the support with vertical reactions RA and RB.…

Q: For the frame below, F = 9.9 kips, a = 3 ft, b = 5 ft, and c = 3 ft. Determine the magnitude of the…

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Q: For the frame below, F = 8.1 kips, a = 5 ft, b = 4 ft, and c = 6 ft. Determine the magnitude of the…

A: Frames are generally used in the section where the transferred load distribution is provided like in…