Solution C1-14 (Figure C1.1 condition 4 S.M. Targ 1989)

Solution to problem C1-14 (Figure C1.1, condition 4 from the book by S.M. Targ 1989): there is a rigid frame located in a vertical plane (Figure C1.0 - C1.9, Table C1). It 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 at point C. 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 ( for example, in condition No. 1, the frame is subject to a force F2 at an angle of 15° to the horizontal axis, applied at 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 and B caused by the acting loads. For calculations we take a = 0.5 m.

Solution C1-14

Solution C1-14 is a digital product that is a solution to problem C1-14 from the book by S.M. Targa 1989. The solution is presented in the form of a text description and drawings, including Figure C1.1.

The task is to determine the reactions of the connections at points A and B on a rigid frame located in a vertical plane and the loads acting on it. The solution includes a detailed description of the calculation steps and indication of the values ​​of all necessary parameters.

Solution C1-14 is ideal for students and professionals studying mechanics and structures, as well as for anyone interested in solving problems in theoretical mechanics.

By purchasing Solution C1-14, you receive high-quality, reliable information that will help you solve problems successfully and expand your mechanical knowledge.

Solution C1-14 is a description of the algorithm for calculating the reactions of connections at points A and B of a rigid frame located in a vertical plane according to the conditions of problem 4 from the book by S.M. Targa 1989.

The problem provides information about the attachment points of the frame, the attachment point of the cable with the load, the forces and moment acting on the frame. To determine the reactions of the connections at points A and B, it is necessary to sequentially perform several calculation steps, including determining the reactions of the support at point B, balancing the moments and forces in the frame, determining the reaction of the support at point A, taking into account the equality of forces and moments.

The solution includes a detailed description of each calculation step, as well as figures, including Figure C1.1, and tables indicating the values ​​of all necessary parameters. Solution C1-14 can be useful to students and specialists studying mechanics and structures, as well as anyone interested in solving problems in theoretical mechanics.


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Solution C1-14 is a structure of a rigid frame, hinged at point A and attached at point B 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, B, caused by the acting loads. For final calculations, the value a = 0.5 m is taken.


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Peculiarities:




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Figure C1.1 Condition 4 S.M. The 1989 Targ is a reliable and accurate digital item.

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