Solution C1-79 (Figure C1.7 condition 9 S.M. Targ 1989)

Solution C1-79 (Figure C1.7 condition 9 S.M. Targ 1989) is a problem about a rigid frame located in a vertical plane. The frame is hinged at point A and attached either to a weightless rod with hinges at the ends at point B, or to a hinged support on rollers at point B. A cable is attached to point C of 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. It is necessary to determine the reactions of the connections at points A and B caused by the acting loads.

To solve the problem, you should use equilibrium equations, which will allow you to determine the reactions of the bonds at points A and B. In this case, for the convenience of calculations, we will take a = 0.5 m.

An image of a rigid frame and an indication of the points of application of forces are presented in Figures C1.0 - C1.9 and in Table C1.

Solving the problem requires performing a number of calculations, which can be performed using appropriate formulas and methods.

Solution C1-79 (Figure C1.7 condition 9 S.M. Targ 1989) is a digital product that is a solution to the problem of a rigid frame located in a vertical plane. This product is intended for students and professionals in the field of mechanics and construction who are interested in solving similar problems.

The product design is made in a beautiful and understandable html format, which makes it attractive and convenient to use. The product description indicates that to solve the problem, equilibrium equations should be used, which will allow you to determine the reactions of the connections at points A and B. Also in the product description are figures C1.0 - C1.9 and table C1, which visualize various aspects of the problem and allow better understand her decision.

Solution C1-79 (Figure C1.7 condition 9 S.M. Targ 1989) is a useful digital product that will help students and professionals in mechanics and construction to successfully solve problems and deepen their knowledge in this field.

Solution C1-79 (Figure C1.7 condition 9 S.M. Targ 1989) is a digital product that contains a solution to the problem of a rigid frame located in a vertical plane. The task is to determine the reactions of the connections at points A and B caused by acting loads, which are 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. The frame is hinged at point A and attached either to a weightless rod with hinges at the ends at point B, or to a hinged support on rollers at point B. A cable is attached to point C of the frame, thrown over a block and carrying at the end a load weighing P = 25 kN .

To solve the problem, it is necessary to use equilibrium equations, which will allow you to determine the reactions of the bonds at points A and B. In this case, for the convenience of calculations, a = 0.5 m is taken. The product description shows Figures C1.0 - C1.9 and Table C1, which visualize various aspects of a problem and help better understand its solution.

Solution C1-79 (Figure C1.7 condition 9 S.M. Targ 1989) is intended for students and professionals in the field of mechanics and construction who are interested in solving similar problems. The product design is made in a beautiful and understandable html format, which makes it attractive and convenient to use. This digital product is a useful tool that will help you successfully solve problems and deepen your knowledge in the field of mechanics and construction.

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Solution C1-79 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 at point C, 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, as well as two forces, the values, directions and points of application of which are indicated in the table. For each force, the angle at which it is applied to the horizontal axis is indicated, as well as the point of application on the frame (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 point D, and a force F3 at an angle 60° to the horizontal axis, applied at point E).

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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