Solution C2-25 (Figure C2.2 condition 5 S.M. Targ 1989)

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The solution to problem C2-25, presented in Figure C2.2 in condition 5 S.M. Targ of the 1989 edition is associated with a structure consisting of a rigid angle and a rod, hingedly connected at point C (Figures C2.0 - C2.5) or freely resting on each other at the same point (Figures C2.6 - C2.9 ). External connections in this design are either a hinge or a rigid seal at point A, or a smooth plane (Figures 0 and 1), a weightless rod BB´ (Figures 2 and 3), or a hinge (Figures 4-9) at point B, as well as weightless rod DD´ (Figures 0, 3, 8) or a hinged support on rollers (Figure 7) at point D. Each structure is subject to the following loads: a uniformly distributed load of intensity q = 20 kN/m, a pair of forces with a moment M = 60 kN m and two more forces. The directions and points of application of these forces are indicated in Table C2, where the column “Loaded area” also indicates in which area the distributed load is applied (for example, in conditions No. 1, the structure is subject to force F2, directed at an angle of 60° to the horizontal axis, applied at point L, force F4, directed at an angle of 30° to the horizontal axis, applied at point E, and the load distributed over section CK). It is necessary to determine the reactions of the connections at points A, B, C (for Figures 0, 3, 7, 8 also at point D) caused by the given loads. For final calculations, a = 0.2 m should be taken.

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“Solution C2-25 (Figure C2.2 condition 5 S.M. Targ 1989)” is a digital product that is a detailed solution to problem C2-25 from the publication of S.M. Targa 1989, presented in Figure C2.2 in condition 5. This problem is associated with a structure consisting of a rigid angle and a rod, which can be hinged at point C (Figures C2.0 - C2.5) or freely supported by each other on each other at the same point (Figures C2.6 - C2.9). External connections in this structure can be a hinge or a rigid seal at point A, a smooth plane, a weightless rod BB´ or a hinge at point B, as well as a weightless rod DD´ or a hinged support on rollers at point D. The structure is subject to the following loads: uniformly a distributed load of intensity q = 20 kN/m, a pair of forces with a moment M = 60 kN m and two more forces. It is necessary to determine the reactions of the connections at points A, B, C (for Figures 0, 3, 7, 8 also at point D) caused by the given loads. For final calculations it is necessary to take a = 0.2 m. The solution has been carefully checked by specialists and contains detailed instructions for determining the reactions of bonds at points A, B, C and D caused by given loads. This product is presented in a beautifully designed html code that preserves the structure of the original text, and will help you successfully solve the problem and expand your knowledge in the field of structural mechanics.

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Solution C2-25 is a structure consisting of a rigid angle and a rod. At point C they are hinged or freely rest on each other. The structure has external connections at points A, B and D. At point A, the connection can be in the form of a hinge or a rigid connection. At point B, the connection can be in the form of a smooth plane, a weightless rod BB´ or a hinge. At point D, the connection can be in the form of a weightless rod DD´ or a hinged support on 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 which are indicated in Table. C2. The "Loaded section" column indicates which section is affected by the distributed load.

It is necessary to determine the reactions of the connections at points A, B, C and (for Fig. 0, 3, 7, 8) at point D, caused by the given loads. For final calculations, a = 0.2 m is accepted.

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