Solution C1-74 (Figure C1.7 condition 4 S.M. Targ 1989)

Solution C1-74 (Figure C1.7 condition 4 S.M. Targ 1989)

A rigid frame located in a vertical plane (Fig. C1.0 - C1.9, Table C1) 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. 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.).

Determine the reactions of connections at points A, B caused by acting loads. For final calculations, take a = 0.5 m.

Given a rigid frame located in a vertical plane and hinged at point A. At point B it can be attached to a weightless rod with hinges at the ends or to a hinged support on rollers. A cable is attached to the frame, passing through the 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. To determine the reactions of bonds at points A and B, it is necessary to carry out calculations with the accepted values ​​of the parameter a = 0.5 m.

Solution C1-74 (Figure C1.7 condition 4 S.M. Targ 1989)

Solution C1-74 is a digital product designed for students and professionals in the field of mechanics and engineering. Solution S1-74 contains a solution to the problem based on condition 4 from the textbook by S.M. Targa 1989 and Figure C1.7.

Solution C1-74 includes a high-quality drawing that clearly demonstrates the conditions of the problem, as well as a detailed description of the solution process. That digital product is presented in the digital product store with a beautiful HTML design, which makes it attractive and easy to use.

Solution C1-74 is an indispensable tool for students and professionals in the field of mechanics who want to deepen their knowledge and develop their skills in this field of knowledge.

Solution C1-74 (Figure C1.7 condition 4 by S.M. Targ 1989) is a digital product that contains a solution to the problem based on condition 4 from the textbook by S.M. Targa 1989 and Figure C1.7. The problem considers 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.

To solve the problem, it is necessary to determine the reactions of the connections at points A and B caused by the acting loads. In this case, the value of the parameter a = 0.5 m is accepted. Solution C1-74 includes a high-quality drawing that clearly demonstrates the conditions of the problem, as well as a detailed description of the solution process.

Solution C1-74 is intended for students and professionals in the field of mechanical and engineering sciences who want to deepen their knowledge and develop their skills in this field of knowledge. This digital product is presented in the digital product store with a beautiful HTML design, making it attractive and easy to use.

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Solution C1-74 (Figure C1.7 condition 4 S.M. Targ 1989) is a structure consisting of a rigid frame located in a vertical plane and hinged at point A. Point B is attached either to a weightless rod with hinges at the ends , or to the articulated support on the rollers. 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 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 final calculations, the value a = 0.5 m is taken.

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