Solution C1-18 (Figure C1.1 condition 8 S.M. Targ 1989)

Solution to problem C1-18 from the book by S.M. Targa (1989) is presented in Figures C1.0 - C1.9 and Table C1. The problem is to determine the reactions of the connections at points A and B of a rigid frame located in a vertical plane and 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.

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.

To solve the problem, it is necessary to determine the reactions of the bonds at points A and B. In the final calculations, the value of the parameter a = 0.5 m is accepted.

This digital solution C1-18, with Figure C1.1 and condition 8, from the book by S.M. Targa 1989, is a unique product in the digital goods store. The solution is presented in a beautiful html format that preserves the structure of the table and figures.

Solution C1-18 is intended to solve the problem of determining the reactions of connections at points A and B of a rigid frame located in a vertical plane and 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 . The problem also takes into account the values, directions and points of application of two forces and a pair of forces with a moment.

This solution is a useful tool for students and professionals involved in the calculation of structures and mechanisms. It provides a reliable and accurate source of information to help solve complex engineering and construction problems.

Solution C1-18 (Figure C1.1 condition 8 S.M. Targ 1989) is a digital solution to the problem of determining the reactions of connections at points A and B of a rigid frame, which is located in a vertical plane and is hinged at point A, and at point B is attached either to a weightless rod with hinges at the ends, or to a hinged support on rollers. The solution is based on problem C1-18 from the book by S.M. Targa (1989) and includes figures C1.0 - C1.9 and table C1 indicating the values, directions and points of application of two forces and a pair of forces with a moment, as well as the presence of a cable thrown over a block and carrying a load at the end weighing P = 25 kN at point C.

This solution is intended for students and professionals involved in the calculation of structures and mechanisms. It provides a reliable and accurate source of information to help solve complex engineering and construction problems. The solution is designed in a beautiful html format that preserves the structure of the table and figures, which makes it easy to use. For final calculations, the parameter value a = 0.5 m is accepted.

Solution C1-18 from the book by S.M. Targa (1989) is a digital product designed to solve the problem of determining the reactions of bonds at points A and B of a rigid frame located in a vertical plane and hinged at point A, and at point B attached either to a weightless rod with hinges at the ends, or to the articulated support on the rollers. The problem takes into account the values, directions and points of application of two forces and a pair of forces with a moment.

The solution is presented in the form of a beautiful HTML document that preserves the structure of the table and figures. It is a useful tool for students and professionals involved in structural and mechanical analysis, providing a reliable and accurate source of information to help solve complex engineering and construction problems.

To solve the problem, it is necessary to determine the reactions of the connections at points A and B. 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. The frame is also acted upon by a cable thrown over a block and carrying at the end a load weighing P = 25 kN. For final calculations, the parameter value a = 0.5 m is accepted.

Thus, solution C1-18 from the book by S.M. Targa (1989) is an essential tool for solving problems of determining the reactions of bonds in rigid frames, which are widely used in engineering and construction.

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Solution C1-18 is a structure with a rigid frame located in a vertical plane, which is hinged at point A. At point B, the frame 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 at point C, which is thrown over a block and carries 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. 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.

For this design, it is necessary to determine the reactions of the connections at points A and B caused by the acting loads. For final calculations, a = 0.5 m is accepted.

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