Solution C4-84 (Figure C4.8 condition 4 S.M. Targ 1989)

The solution to problem C4-84, described in Figure C4.8 in condition 4 from the book by S.M. Targa 1989, consists in the analysis of two homogeneous rectangular thin plates, welded at right angles and rigidly connected by a spherical hinge (or thrust bearing) at point A, a cylindrical hinge (bearing) at point B and a weightless rod 1 (Figures C4.0-C4. 7). Another solution to the problem involves the use of two bearings at points A and B, as well as two weightless rods 1 and 2 (Figures C4.8, C4.9). All rods are attached to the slabs and fixed supports with hinges.

The dimensions of the plates are indicated in the pictures. The weight of the larger slab P1 is 5 kN, and the smaller slab P2 is 3 kN. Each plate is located parallel to one of the coordinate planes (the xy plane is horizontal).

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). For calculation we take a = 0.6 m.

Decision C4-84

The solution to problem C4-84, presented in Figure C4.8 in condition 4 from the book by S.M. Targa 1989, is a digital product that can assist you in the analysis of two uniform rectangular thin plates welded at right angles and rigidly connected by a spherical joint or cylindrical bearing.

The solution is presented in the form of detailed instructions that can be used to determine the reactions of the bonds at points A and B and the reaction of the rod(s). In this case, a = 0.6 m is assumed in the calculations.

Solution C4-84 includes the dimensions of the plates, the weight of each of them, the values ​​of the forces, their directions and points of application, as well as a couple of forces with a moment acting on the plates. All necessary information is presented in table C4 and figures C4.0-C4.9.

Choose the C4-84 solution to get a unique and accurate problem analysis performed with a high level of professionalism.

Solution C4-84, presented in Figure C4.8 in condition 4 from the book by S.M. Targa 1989, is a digital product that can help you in the analysis of a structure of two homogeneous rectangular thin plates rigidly connected by a spherical hinge or a cylindrical bearing at points A and B, respectively, and a weightless rod 1 or two weightless rods 1 and 2. Solution is presented in the form of detailed instructions that can be used to determine the reactions of the bonds at points A and B and the reaction of the rod(s). In this case, a = 0.6 m is assumed in the calculations.

Solution C4-84 includes the dimensions of the plates, the weight of each of them, the values ​​of the forces, their directions and points of application, as well as a couple of forces with a moment acting on the plates. All necessary information is presented in table C4 and figures C4.0-C4.9.

To solve the problem, it is necessary to apply the principles of equilibrium and connections, as well as moment equations and force equations for each of the plates. It must also be taken into account that each slab is in a state of plane stress.

Choose the C4-84 solution to get a unique and accurate problem analysis performed with a high level of professionalism.

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