Solution C2-20 (Figure C2.2 condition 0 S.M. Targ 1989)

The text presented below contains the solution to problem C2-20 from the book by S.M. Targa "Problems in Strength of Materials" (1989). To solve the problem, it is necessary to determine the reactions of the connections at points A, B, C (as well as at point D for structures in Figures 0, 3, 7, 8) caused by the action of given loads. The structure consists of a rigid angle and a rod, which can be hinged or freely supported on each other. External connections on the structure can be imposed at point A (hinge or rigid embedment) and at point B (smooth plane, weightless rod BB´ or hinge), as well as at point D (weightless rod DD´ or hinged support on rollers). Each structure is subject to 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 along with their directions and points of application. The table also indicates in which area the distributed load is applied. When calculating, it is necessary to take a = 0.2 m.

This digital product is a solution to problem C2-20 from the book by S.M. Targa "Problems in Strength of Materials" (1989). The solution contains a detailed description of the structure, external connections and forces acting on it, as well as a table indicating the directions and points of application of forces and distributed load. The text is presented in a beautiful html format that preserves the structure of the original text. This solution can be useful for students and professionals involved in strength of materials and problem solving in this field.

Solution C2-20 from the book by S.M. Targa's "Problems in Strength of Materials" (1989) describes a structure that consists of a rigid angle and a rod connected to each other by hinges or freely supported against each other. External connections are imposed on the structure, including a hinge or rigid seal at point A, a smooth plane, a weightless rod BB´ or a hinge at point B, and a weightless rod DD´ or a hinged support on 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 along with their directions and points of application. The table also indicates in which area the distributed load is applied.

To solve the problem, it is necessary to determine the reactions of the connections at points A, B, C (as well as at point D for structures in Figures 0, 3, 7, 8) caused by the action of given loads. When calculating, it is necessary to take a = 0.2 m.

The digital solution to this problem is presented in html format, which preserves the structure of the original text. This solution can be useful for students and professionals involved in strength of materials and problem solving in this field.

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Solution C2-20 is a structure consisting of a rigid angle and a rod. At point C they are either hinged or freely resting on each other. At point A, the structure is connected either by a hinge or a rigid embedment, and at point B - by a smooth plane, a weightless rod BB´ or a hinge. At point D - with 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 directions and points of application of these forces are indicated in Table C2. The "Loaded section" column indicates which section is affected by the distributed load.

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. For final calculations, a = 0.2 m is accepted.

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