Solution C2-26 (Figure C2.2 condition 6 S.M. Targ 1989)

The solution to problem C2-26 (Figure C2.2 condition 6 S.M. Targ 1989) is a structure consisting of a rigid angle and a rod, which at point C can be hingedly connected to each other (Figure C2.0 - C2 .5) or freely lean on each other (Fig. C2.6 - C2.9). The structure also has external connections imposed on it, such as a hinge or rigid termination at point A, a smooth plane or weightless rod BB´ (Fig. 2 and 3) or a hinge (Fig. 4-9) at point B, and a weightless rod DD´ (Fig. 0, 3, 8) or a hinged support on rollers (Fig. 7) at point D. The structure is under the influence of a pair of forces with a moment M = 60 kN m, a uniformly distributed load of intensity q = 20 kN/m and two more forces, which are indicated in table C2 in the “Loaded area” column. The goal of the problem is to determine the reactions of the connections at points A, B, C (and at point D for Fig. 0, 3, 7, 8) caused by given loads. For calculations, a = 0.2 m is assumed.

Table C2 contains information about the forces, their directions and points of application, as well as the area in which the distributed load acts. For example, in conditions No. 1, the structure is subject to a force F2 at an angle of 60° to the horizontal axis applied at point L, a force F4 at an angle of 30° to the horizontal axis applied at point E, and a load distributed over section CK.

To solve the problem, it is necessary to use equilibrium equations and moment equilibrium conditions. Bond reactions can be found as a solution to a system of equations.

It is interesting to note that mechanical problems such as this have wide application in the design and construction of various structures such as buildings, bridges, and other engineering structures.

This digital product is a solution to problem C2-26 from the textbook by S.M. Targa 1989, which relates to the field of mechanics and construction. The solution includes a detailed description of the structure, external connections and loads, as well as methods for solving the problem using equilibrium equations and moment equilibrium conditions.

The product is designed in a beautiful html format, which makes it convenient and easy to use. In addition, the product contains a table with data on the forces, directions and points of application of loads, as well as the distributed load on the structure.

Solution C2-26 (Figure C2.2 condition 6 S.M. Targ 1989) is a useful resource for students and professionals in the fields of mechanical, civil and engineering sciences who are interested in learning methods for solving problems associated with structures and their loads.

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Solution C2-26 is a structure consisting of a rigid angle and a rod. At point C they are either hinged or freely supported by each other. At point A, the structure is either hinged or rigidly embedded. At point B, a smooth plane, a weightless rod BB´ or a hinge is superimposed on the structure. At point D, the structure is acted upon by a weightless rod DD´ or a hinged support on the rollers.

The structure is acted upon by a pair of forces with a moment M = 60 kN m, a uniformly distributed load of intensity q = 20 kN/m, and two more forces. The directions and points of application of these forces are indicated in Table C2, and it is also indicated in which area the distributed load acts.

It is necessary to determine the reactions of the connections at points A, B, C (for Fig. 0, 3, 7, 8 also at point D) caused by the given loads. When calculating, it is necessary to take a = 0.2 m.

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