Solution of problem C1-48 from condition 8 S.M. The 1989 Targa is depicted in Figure C1.4. In this problem, there is a rigid frame located in a vertical plane (Fig. C1.0 - C1.9, Table C1), which is hinged at point A, and at point B is either attached to a weightless rod with hinges at the ends, or to articulated support on rollers. A cable is attached to the frame, thrown over a block and carrying at the end a load weighing P = 25 kN at point C.
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 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, B, caused by the acting loads. For final calculations, a = 0.5 m should be taken.
Solution C1-48 is shown in Figure C1.4 in condition 8 from the book by S.M. Targa 1989. This problem consists of a rigid frame, which is located in a vertical plane and hinged at point A. At point B, the frame is either 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 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. It is necessary to determine the reactions of the connections at points A and B caused by the acting loads. When solving the problem, you should take a = 0.5 m.
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Solution C1-48 is 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, 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.).
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 should be taken.
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