Targ S.M. 1989 C4 variant 13

Targ S.M. 1989 C4 variant 13

Two homogeneous rectangular thin plate fixedly connected (welded) at right angles to each other and fixed spherical joint (or glide) at point A, a cylindrical hinge at point B and weightless rod 1 or the two bearings at the point A and B and two weightless rod 1 and 2. The large weight slabs P1 = 5kN and weight at the plate P1 = 3kN. On the plate are a pair of forces with the moment M = 4kNm. Determine the constraint reactions at points A and B and the reaction rod. When the final calculations take a = 0.6m. Given: the point K: F1 = 6kN; α1 = 30; Point D: F3 = 10kN; α3 = 0.

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