6 kN/m 2 kN/m 4 kN/m A ]B 4 m 6 m Fig (2) Calculate the reactions at A and B for the beam subjected to the two linearly varying distribution loads, shown in Fig (2).

D 40.0 cg 30.0⁰ H 2.0 m draw the free body diagram. draw the vector starting at the black dogs. The location and orientation matter. A uniform, 3.0 m, 1250 kg beam is hinged to a wall and supported by a thin cable attached 2.0 m from the free end of the beam (Figure 1). The beam is supported at an angle of 30.0° above the horizontal.

Problem 4 (7.91) Find the reactions at supports A and C for the beam shown in the diagram. (No shear or moment diagrams) 700 lb A 8 ft - 4 ft O B 150 lb/ft 6 ft 800 lb ft C

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