Solution C1-30 (Figure C1.3 condition 0 S.M. Targ 1989) A rigid frame located in a vertical plane (Figure C1.0 - C1.9, Table C1) 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. 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 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 a load weighing 25 kN at the end. The frame is acted upon by a pair of forces with a moment of 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 point D and 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, a = 0.5 m is accepted.
that product is a digital solution to problem C1-30 from the textbook “Strength of Materials” by S.M. Targa, published in 1989. The solution includes a graphical representation of the problem (Figure C1.3) and a detailed description of the process for solving it.
The problem considers a rigid frame hinged at point A, at point B to a weightless rod or to a hinged support on rollers, and at point C to a cable thrown over a block and carrying a load weighing 25 kN at the end. The frame is acted upon by a pair of forces with a moment of 100 kN m and two forces, the values, directions and points of application of which are indicated in the table.
This solution will be a useful assistant for students and teachers studying the strength of materials and solving similar problems. Simple and colorful html design makes the material easier to perceive and makes it more accessible to study.
Solution S1-30 is a digital solution to the problem from the textbook “Strength of Materials” by S.M. Targa, published in 1989. The problem considers a rigid frame located in a vertical plane and hinged at point A, to a weightless rod with hinges at the ends or to a hinged support on rollers at point B, and to a cable thrown over a block and carrying a load weighing 25 kN at the end at point C. A pair of forces with a moment of 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 task is to determine the reactions of connections at points A and B caused by acting loads. It is assumed that a = 0.5 m. The solution includes a graphical representation of the problem (Figure C1.3) and a detailed description of the process of solving it.
This solution can be useful for students and teachers studying the strength of materials and solving similar problems. Design in the form of simple and colorful HTML makes the material easier to perceive and makes it more accessible to study.
Solution C1-30 (Figure C1.3 condition 0 S.M. Targ 1989) is a digital solution to the problem of strength of materials from the textbook by S.M. Targa, published in 1989. The solution includes a graphical representation of the problem (Figure C1.3) and a detailed description of the process for solving it.
The problem considers a rigid frame located in a vertical plane and hinged at point A. 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 a load weighing 25 kN at the end. The frame is acted upon by a pair of forces with a moment of 100 kN m and two forces, 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. For final calculations, a = 0.5 m is accepted.
Solution C1-30 can be a useful assistant for students and teachers studying the strength of materials and solving similar problems. Simple and colorful HTML design makes the material easier to perceive and makes it more accessible to study.
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Solution C1-30 is a structure that is 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, thrown over a block and carrying a load weighing 25 kN at the end. A pair of forces with a moment of 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. For final calculations it is assumed that a = 0.5 m.
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Figure C1.3 Condition 0 S.M. Targ 1989, included in Solution C1-30, is a classic math problem.
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