Solution C2-58 (Figure C2.5 condition 8 S.M. Targ 1989)

Solution to problem C2-58 from the textbook by S.M. Targa, published in 1989, is presented in Figure C2.5 condition 8. The structure consists of a rigid angle and a rod, which can be hinged to each other (Figures C2.0-C2.5) or freely rest on each other (Figures C2.6-C2.9). External connections imposed on the structure are either a hinge or a rigid seal at point A; at point B there is either a smooth plane (Figures 0 and 1), or a weightless rod BB´ (Figures 2 and 3), or a hinge (Figures 4-9); at point D either a weightless rod DD´ (Figures 0, 3, 8), or a hinged support on rollers (Figure 7).

The following loads 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 forces, their directions and points of application are indicated in Table C2. There, in the “Loaded area” column, it is indicated in which area the distributed load is acting (for example, in conditions No. 1, the structure is subject to force F2 at an angle of 60° to the horizontal axis, applied at point L, force F4 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. In calculations, a = 0.2 m should be taken.

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The solution contains information about the structure subject to various loads, as well as the points of application of forces and the directions of these forces. In addition, the solution contains detailed calculations of the reactions of bonds at points A, B, C and D caused by given loads.

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Solution C2-58 is a structure consisting of a rigid angle and a rod, which can be hinged or freely supported on each other. 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, which are indicated in table C2 along with their directions and points of application. The table also indicates on which section of the structure the distributed load is applied.

For figures 0, 3, 7 and 8, it is necessary to determine the reactions of the bonds at points A, B, C and D, and for the remaining figures - only at points A, B and C. For the final calculations, the value a = 0.2 m is taken.

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