Solution C4-51 (Figure C4.5 condition 1 S.M. Targ 1989)

The solution to problem C4-51 is shown in Figure C4.5 condition 1 from the book by S.M. Targa, published in 1989. The problem is as follows: two homogeneous rectangular thin plates are rigidly connected at right angles to each other and secured with hinges and weightless rods at points A and B. The plates are located parallel to the coordinate planes, the weight of the larger plate is P1 = 5 kN, the weight of the smaller plate is 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 which, directions and points of application are indicated in Table. C4. The points of application of forces are in the corners or in the middle of the sides of the slabs. It is worth noting that, depending on the version of the problem, the plates can be secured using hinges and/or weightless rods in various combinations.

To solve the problem, it is necessary to determine the reaction of the bonds at points A and B, as well as the reaction of the rod (rods). For calculations, a = 0.6 m is assumed.

This digital product is a solution to problem C4-51 from the book by S.M. Targa, published in 1989. This solution considers two homogeneous rectangular thin slabs rigidly connected at right angles, secured by hinges and weightless rods at points A and B. The dimensions of the slabs are shown in the figure, and the weight of the larger slab is 5 kN, and the smaller slab - 3 kN.

In addition, a pair of forces with a moment M = 4 kN m and two forces act on the plates, the values ​​of which, directions and points of application are indicated in tabular form. To solve the problem, it is necessary to determine the reaction of the bonds at points A and B, as well as the reaction of the rod (rods).

The solution is presented in a beautiful html design, using markup elements to create a convenient and readable structure. This allows you to quickly and easily find the information you need and conveniently use it to solve your problems.

This product is a solution to problem C4-51 from the book by S.M. Targa, published in 1989. The task is to calculate the reaction of the bonds at points A and B, as well as the reaction of the rod (rods) for two homogeneous rectangular thin slabs, rigidly connected (welded) at right angles to each other. The plates are fixed by a spherical hinge (or thrust bearing) at point A, a cylindrical hinge (bearing) at point B and weightless rod 1, or two bearings at points A and B and two weightless rods 1 and 2. Weight of the larger plate P1 = 5 kN, weight smaller slab P2 = 3 kN, dimensions of the slabs are shown in the figure. The plates are acted upon by a pair of forces with a moment M = 4 kN m and two forces, the values ​​of which, directions and points of application are indicated in tabular form. The points of application of forces are in the corners or in the middle of the sides of the slabs. In the calculations, a = 0.6 m is taken. The solution to the problem is presented in a beautiful html design, which allows you to quickly and easily find the necessary information and conveniently use it to solve your problems.

The digital product “Solution C4-51 (Figure C4.5 condition 1 by S.M. Targ 1989)” is a solution to a statics problem from the book by S.M. Targa, published in 1989. The problem is to determine the reactions of the connections and the reaction of the rod (rods) in the presence of two homogeneous rectangular thin slabs, rigidly connected at right angles to each other and secured by hinges and weightless rods at points A and B. The dimensions of the slabs are indicated in the figure, and the weight of the larger slab is 5 kN, and the smaller one is 3 kN. The plates are acted upon by a pair of forces with a moment M = 4 kN m and two forces, the values ​​of which, directions and points of application are indicated in tabular form. The points of application of forces are in the corners or in the middle of the sides of the slabs. To solve the problem, a = 0.6 m is taken. The solution is presented in a beautiful html design, using markup elements to create a convenient and readable structure. This allows you to quickly and easily find the information you need and conveniently use it to solve your problems.

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Solution C4-51 is a structure consisting 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 weightless rods 1 and 2. All the rods are attached to the slabs and to the fixed supports with hinges. The dimensions of the slabs are shown in the figures, and the weight of the larger slab P1 is 5 kN, and the weight of the smaller slab P2 is 3 kN. Each of the plates is located parallel to one of the coordinate planes.

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, forces F1 and F4 lie in planes parallel to the xy plane, force F2 - in a plane parallel to xz, and force F3 - 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.

It is necessary to determine the reaction of the bonds at points A and B and the reaction of the rod (rods). And for calculations the value a = 0.6 m is taken.

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