Solution C2-32 (Figure C2.3 condition 2 S.M. Targ 1989)

Below is a solution to problem C2-32 (Condition 2, S.M. Targ, 1989) using a structure consisting of a rigid angle and a rod, hingedly connected or resting freely on each other at point C. External connections imposed on the structure , include at point A a hinge or a rigid seal, at point B a smooth plane, a weightless rod BB´ or a hinge, and at point D a weightless rod DD´ or a hinged support on rollers.

In this problem, 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, and it is also indicated in which area the distributed load acts.

It is necessary to determine the reactions of the connections at points A, B, C (for Fig. 0, 3, 7, 8 also at point D) caused by the given loads. In calculations, a = 0.2 m should be taken.

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The solution shows the external connections imposed on the structure, including points A, B, D and their types of connections. Table C2 contains information about the directions and points of application of forces acting on the structure, as well as areas where a uniformly distributed load acts.

The solution provides the opportunity to determine the reactions of connections at points A, B, C and D caused by given loads. To make the solution more convenient to use, we have designed it in a beautiful html format, preserving the structure of the source text.

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Solution C2-32 is a structure consisting of a rigid angle and a rod connected to each other by hinges or freely resting on each other at point C. The structure has external connections, including a hinge or rigid termination at point A, a smooth plane, and a weightless rod BB ´ or a hinge at point B, and a weightless rod DD´ or a hinged support on the rollers at point D.

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, which are indicated in Table. C2. In section SK the structure is subjected to a distributed load.

It is necessary to determine the reactions of the connections at points A, B, C (and at point D for Fig. 0, 3, 7, 8) caused by the given loads. For calculations, a = 0.2 m is assumed.

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