Solution C2-51 (Figure C2.5 condition 1 S.M. Targ 1989)

Solution of problem C2-51, shown in Figure C2.5, condition 1 S.M. Targa 1989, consists of a rigid square and a rod. At point C they are hingedly connected to each other (Fig. C2.0 - C2.5) or freely rest on each other (Fig. C2.6 - C2.9). The structure is subject to the action of external connections, which are imposed at point A in the form of a hinge or rigid embedding, and at point B in the form of a smooth plane (Fig. 0 and 1), a weightless rod BB´ (Fig. 2 and 3), or a hinge (Fig. 4-9). At point D, the structure is acted upon by a weightless rod DD´ (Fig. 0, 3, 8) or a hinged support on rollers (Fig. 7). The following forces act on the structure: 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, which also indicates in which area the distributed load acts. For example, in conditions No. 1, the structure is subject to force F2 applied at point L at an angle of 60° to the horizontal axis, force F4 applied at point E at an angle of 30° to the horizontal axis, and a distributed load at section CK. It is necessary to determine the reactions of the connections at points A, B, C (as well as at point D for Figures 0, 3, 7, 8) caused by the given loads. In calculations it is assumed that a = 0.2 m.

Solution C2-51 (Figure C2.5 condition 1 S.M. Targ 1989)

This digital product contains a detailed solution to problem C2-51, shown in Figure C2.5 of condition 1 S.M. Targa 1989. The solution includes a description of the structure, external connections and the forces acting on it, as well as calculation of the reactions of the connections at points A, B, C and D (for Figures 0, 3, 7, 8).

All material is designed in beautiful html markup, which allows you to conveniently view and study the solution on any device. Table C2 also shows the directions and points of application of all forces acting on the structure, as well as the areas where the distributed load acts.

By purchasing this digital product, you will receive a complete and understandable solution to Problem C2-51, which will be useful for students and professionals in the field of construction and mechanics.

Solution C2-51 (Figure C2.5 condition 1 S.M. Targ 1989) is a digital product that contains a detailed solution to problem C2-51 shown in Figure C2.5 condition 1 S.M. Targa 1989. The solution includes a description of the structure, external connections and the forces acting on it, as well as calculation of the reactions of the connections at points A, B, C and D (for Figures 0, 3, 7, 8).

This digital product contains material designed in beautiful html markup, which allows you to conveniently view and study the solution on any device. Table C2 shows the directions and application points of all forces acting on the structure, as well as the areas where the distributed load acts.

By purchasing this digital product, you will receive a complete and understandable solution to Problem C2-51, which will be useful for students and professionals in the field of construction and mechanics.

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Solution C2-51 is a product that is described in condition 1 in Figure C2.5 in the book “Modern approach to solving problems in physics” by S.M. Targa, published in 1989. Without additional information, it is not possible to describe this product in detail, since it is unknown what exactly this solution is. It is necessary to clarify information about the product in order to give a more detailed description.

Solution C2-51 is a structure consisting of a rigid angle and a rod. The structure can be hinged or freely supported on each other at point C. External connections on the structure are a hinge, a rigid embedment or a smooth plane at point A, a smooth plane, a weightless rod or hinge at point B, and a weightless rod or hinged support on the rollers at point D. The structure is subjected to 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 indicated in table. C2. For each condition from the table. C2 indicates the directions and points of application of these forces, as well as the area on which the distributed load acts. It is necessary to determine the reactions of the connections at points A, B, C (and, for Fig. 0, 3, 7, 8, also at point D) caused by the given loads. When calculating, you should take a = 0.2 m.

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