Solution C2-22 (Figure C2.2 condition 2 S.M. Targ 1989)

In task C2-22 (Figure C2.2 condition 2 S.M. Targ 1989) a structure is considered consisting of a rigid angle and a rod, which can be hingedly connected to each other (Figure C2.0 - C2.5) or freely lean on each other (Fig. C2.6 - C2.9). External connections at point A are either a hinge or a rigid connection; at point B - a smooth plane (Fig. 0 and 1), a weightless rod BB´ (Fig. 2 and 3) or a hinge (Fig. 4-9); at point D - a weightless rod DD´ (Fig. 0, 3, 8) or a hinged support on rollers (Fig. 7).

The structure is acted upon by a pair of forces with a moment M = 60 kN m, a uniformly distributed load of intensity q = 20 kN/m, and two more forces. The directions and points of application of these forces are indicated in Table. C2; also in the “Loaded area” column it is indicated in which area the distributed load is applied. It is necessary to determine the reactions of the connections at points A, B, C (and for Fig. 0, 3, 7, 8 also at point D) caused by the given loads. When calculating, you should take a = 0.2 m.

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We are pleased to offer you the digital product “Solution C2-22 (Figure C2.2 condition 2 S.M. Targ 1989)”, which is a solution to a construction problem from the textbook by S.M. Targa, published in 1989.

The solution includes a description of the structure on which the given loads act, as well as the calculation of the reactions of the connections at points A, B, C (and for Fig. 0, 3, 7, 8 also at point D).

This product is designed in a beautiful html format, which makes the material easier to understand and makes using the solution as convenient as possible.

By purchasing "Solution C2-22 (Figure C2.2 condition 2 S.M. Targ 1989)", you gain access to a high-quality solution to a structural problem that can be useful for students and professionals in the field of construction, mechanics and other related fields.

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Solution C2-22 is a structure consisting of a rigid angle and a rod. At point C they are either hinged or freely supported by each other. The structure has external connections, which at point A are either a hinge or a rigid embedment, and at point B - a smooth plane, a weightless rod BB´ or a hinge. At point D, the structure rests on a weightless rod DD´ or a hinged support on rollers.

The structure is acted upon by: a pair of forces with a moment M = 60 kN m, a uniformly distributed load of intensity q = 20 kN/m, and two more forces. The application points and directions of these forces are indicated in Table C2, which also indicates in which area the distributed load acts.

It is necessary to determine the reactions of the connections at points A, B, C and, for Figures 0, 3, 7, 8, also at point D, caused by the given loads. When calculating, you should take a = 0.2 m.

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