Solution C1-28 (Figure C1.2 condition 8 S.M. Targ 1989)

Let's consider the solution to problem C1-28 (Figure C1.2 condition 8 S.M. Targ 1989) in statics. We have a rigid frame located in a vertical plane (Fig. C1.0 - C1.9, Table C1), hinged at point A, and at point B attached either to a weightless rod with hinges at the ends, or to a hinged support on rollers . At point C, a cable is attached to the frame, thrown over a block and carrying at the end a load weighing P = 25 kN. The frame is acted upon by a pair of forces with a moment M = 100 kN m and two forces, the values, directions and points of application of which are indicated in the table (for example, in conditions No. 1, the frame is acted upon by a force F2 at an angle of 15° to the horizontal axis, applied at the point D and a force F3 at an angle of 60° to the horizontal axis applied at point E, etc.). It is necessary to determine the reactions of the connections at points A, B, caused by the acting loads. For final calculations, we accept a = 0.5 m. Solution C1-28 (Figure C1.2 condition 8 S.M. Targ 1989) is a digital product available in a digital goods store. that product is a solution to problem C1-28 in statics, which was presented in the textbook by S.M. Targa in 1989. This solution is presented in the form of a beautiful HTML document that can be easily viewed and studied on any device. It contains a detailed description of the problem conditions, illustrations and tables that will help you understand the essence of the problem. Solution C1-28 may be useful to students and teachers who study statics and structural mechanics. It can also be used as additional material for preparing for exams and knowledge testing.

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Solution C1-28 is a structure with a rigid frame located in a vertical plane. The frame is hinged at point A, and at point B it is attached either to a weightless rod with hinges at the ends, or to a hinged support on rollers. A cable is attached to the frame, thrown over a block and carrying at the end a load weighing P = 25 kN. A pair of forces with a moment M = 100 kN m and two forces act on the frame, the values, directions and points of application of which are indicated in the table.

To solve the problem, it is necessary to determine the reactions of the connections at points A and B caused by the acting loads. When calculating, you should take a = 0.5 m.

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