Solution C4-12 (Figure C4.1 condition 2 S.M. Targ 1989)

Solution to problem C4-12, shown in Figure C4.1, condition 2 from the book by S.M. Targa 1989, is to determine the reactions of the bonds at points A and B, as well as the reaction of the rod (rods) for a system consisting of two homogeneous rectangular thin plates, rigidly connected at right angles to each other. The plates are secured by a spherical hinge (or thrust bearing) at point A, a cylindrical hinge (bearing) at point B and a weightless rod 1, or two bearings at points A and B and two weightless rods 1 and 2.

In this problem, the dimensions of the slabs, the weight of the larger slab P1 = 5 kN, the weight of the smaller slab P2 = 3 kN and the values ​​of the forces, directions and points of application are known. A pair of forces with a moment M = 4 kN m, lying in the plane of one of the plates, and two forces act. Forces F1 and F4 lie in planes parallel to the xy plane, force F2 lies in a plane parallel to xz, and force F3 lies in a plane parallel to yz. The points of application of forces (D, E, N, K) are located in the corners or in the middle of the sides of the slabs.

To solve the problem, it is necessary to calculate the reaction of the bonds at points A and B, as well as the reaction of the rod (rods). When calculating, a = 0.6 m is taken.

?electronic product “Solution C4-12 (Figure C4.1 condition 2 S.M. Targ 1989)” is a unique solution to the problem from the book by S.M. Targa 1989. This digital solution is designed for engineering students and professionals seeking a deep understanding of structural statics.

This solution is equipped with a beautiful html design, which makes it very easy to use. It includes a detailed description of the problem, dimensions of the plates, the weight of each plate and the values ​​of the forces, directions and points of application. In addition, the solution provides specific formulas and calculation methods that will help the reader to easily and accurately determine the reaction of the bonds at points A and B and the reaction of the rod (rods).

This digital product is an excellent choice for those who are looking for high-quality solutions to structural statics problems and want to deepen their knowledge in this field.

Solution C4-12 (Figure C4.1 condition 2 S.M. Targ 1989) is a unique solution to the problem from the book by S.M. Targa 1989 on structural statics. The problem is to determine the reactions of the bonds at points A and B, as well as the reaction of the rod (rods) for a system consisting of two homogeneous rectangular thin plates rigidly connected at right angles to each other.

The plates are secured by a spherical hinge (or thrust bearing) at point A, a cylindrical hinge (bearing) at point B and a weightless rod 1, or two bearings at points A and B and two weightless rods 1 and 2. The dimensions of the plates are known, the weight of the larger plate P1 = 5 kN, the weight of the smaller plate P2 = 3 kN and the values ​​of the forces, direction and point of application. A pair of forces with a moment M = 4 kN m, lying in the plane of one of the plates, and two forces act. Forces F1 and F4 lie in planes parallel to the xy plane, force F2 lies in a plane parallel to xz, and force F3 lies in a plane parallel to yz. The points of application of forces (D, E, N, K) are located in the corners or in the middle of the sides of the slabs.

To solve the problem, it is necessary to calculate the reaction of the bonds at points A and B, as well as the reaction of the rod (rods). When calculating, a = 0.6 m is taken.

The digital solution includes a detailed description of the problem, the dimensions of the slabs, the weight of each slab and the values ​​of the forces, directions and points of application. In addition, the solution provides specific formulas and calculation methods that will help you easily and accurately determine the reaction of the bonds at points A and B and the reaction of the rod (rods). The solution is equipped with a beautiful html design, which makes it very easy to use.

This digital product is recommended for engineering students and professionals who are seeking a deep understanding of structural statics and wish to deepen their knowledge in the field.

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Solution C4-12 is shown in Figure C4.1 condition 2 S.M. Targ from 1989. It is a structure of two homogeneous rectangular thin plates, rigidly connected at right angles to each other and secured by a spherical hinge at point A, a cylindrical hinge at point B and a weightless rod 1 or two bearings at points A and B and two weightless rods 1 and 2. All rods are attached to the plates and to fixed supports with hinges. The dimensions of the slabs are indicated in the pictures; weight of the larger slab P1 = 5 kN, weight of the smaller slab P2 = 3 kN.

The plates are acted upon by a pair of forces with a moment M = 4 kN m, lying in the plane of one of the plates, and two forces. The values ​​of these forces, their directions and points of application are indicated in Table C4; in this case, the forces F1 and F4 lie in planes parallel to the xy plane, the force F2 - in the plane parallel to xz, and the force F3 - in the plane parallel to yz. The points of application of forces (D, E, N, K) are located in the corners or in the middle of the sides of the slabs.

It is necessary to determine the reaction of the bonds at points A and B and the reaction of the rod (rods). When calculating, a = 0.6 m is taken.

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