Solution C1-07 (Figure C1.0 condition 7 S.M. Targ 1989)

Solution C1-07 (Figure C1.0 condition 7 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.

Solution of problem C1-07 from S.M. Targ 1989 is to determine the reactions of connections at points A and B of a rigid frame, which is acted upon by a pair of forces with a moment and two forces applied at different points and at different angles. To solve the problem, it is necessary to use equilibrium equations and formulas for calculating bond reactions.

At point A, the frame is hinged, so the reaction of the connection at this point will be directed vertically upward. At point B, the frame can either be attached to a weightless rod with hinges at the ends, or to a hinged support on rollers. In the first case, the bond reaction at point B will be directed horizontally, and in the second case, vertically upward.

To find the values ​​of the reaction reactions at points A and B, it is necessary to draw up equilibrium equations for the frame, taking into account the forces and moment acting on it. It is also necessary to use formulas to calculate bond reactions, depending on the type of bond at each point.

For final calculations, the value a = 0.5 m should be taken.

Solution C1-07 (Figure C1.0 condition 7 S.M. Targ 1989)

Solution S1-07 is a digital product that is a solution to a problem from S.M.’s textbook. Targa 1989. The solution to the problem is presented in PDF format and includes a detailed description of the solution steps, as well as a graphical representation of the frame on which the forces and moments act.

Solution S1-07 is suitable both for students studying the theory of mechanics and statics, and for teachers using the textbook by S.M. Targa in his work.

The digital product is designed in a beautiful HTML format, which ensures convenient and enjoyable reading. In addition, the product includes Figure C1.0 condition 7, which is an important element of the problem and helps to better understand the conditions of the problem.

By purchasing Solution C1-07, you get access to a high-quality and understandable solution to the problem, which will help you better understand the material and prepare for the exam.

Solution C1-07 (Figure C1.0 condition 7 S.M. Targ 1989) is a digital product that is a solution to a problem from the textbook by S.M. Targa 1989. The task is to determine the reactions of the connections at points A and B of a rigid frame, which is acted upon by a pair of forces with a moment and two forces applied at different points and at different angles.

The rigid frame is located in a vertical plane and is hinged at point A, and at point B it can be 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.

To solve the problem, it is necessary to use equilibrium equations and formulas for calculating bond reactions. At point A, the frame is hinged, so the reaction of the connection at this point will be directed vertically upward. At point B, the bond reaction will be directed either horizontally or vertically upward, depending on the type of bond at that point.

For final calculations, it is necessary to take the value a = 0.5 m. The solution to problem C1-07 includes a detailed description of the solution steps, a graphical representation of the frame and a table indicating the values, directions and application points of the forces acting on it. The solution is presented in PDF format and is presented in a beautiful HTML format for easy reading.

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Solution C1-07 (Figure C1.0 condition 7 S.M. Targ 1989) is a structure consisting of a rigid frame, which is 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 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, B, caused by the acting loads. For final calculations it is assumed that a = 0.5 m.

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