Solution C1-59 (Figure C1.5 condition 9 S.M. Targ 1989)

Solution to problem C1-59 from the textbook by S.M. Targa (1989) is depicted in Figures C1.0 to C1.9 and presented in Table C1. The problem is to determine the reactions of connections at points A and B caused by the action of loads on a rigid frame located in a vertical plane and hinged at point A, and at point B - 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.

To solve the problem, it is necessary to apply equilibrium equations and take into account the moments arising at the attachment points. For final calculations, a = 0.5 m should be taken.

Decision C1-59

Solution to problem C1-59 from the textbook by S.M. Targa (1989) is a digital product presented in a digital goods store. It contains Figure C1.5 and condition 9, associated with a rigid frame located in a vertical plane and hinged at point A, and at point B attached 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 of conditions 9.

To solve this problem, it is necessary to apply equilibrium equations and take into account the moments arising at the attachment points. For final calculations, a = 0.5 m should be taken.

Solution C1-59 (Figure C1.5 condition 9 S.M. Targ 1989) is a product that is presented in the digital goods store and contains a description of the problem and Figure C1.5 from the textbook by S.M. Targa (1989). 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 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. To solve the problem, it is necessary to apply equilibrium equations and take into account the moments arising at the attachment points. For final calculations, a = 0.5 m should be taken.

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Solution C1-59 is a structure consisting of a rigid frame located in a vertical plane and 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 its 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.

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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