Solution C2-07 (Figure C2.0 condition 7 S.M. Targ 1989)

Solution of problem C2-07 from the textbook by S.M. Targa (1989) is presented in Figures C2.0-C2.9. The structure consists of a square and a rod, which are hinged at point C (Figures C2.0-C2.5) or rest freely on each other (Figures C2.6-C2.9). At point A, the structure has a hinge or rigid embedment, at point B - a smooth plane (Figures 0 and 1), a weightless rod BB´ (Figures 2 and 3) or a hinge (Figures 4-9), and at point D - a weightless rod DD ´ (Figures 0, 3, 8) or articulated support on rollers (Figure 7). 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 additional forces. Their directions and points of application are indicated in Table C2, which also shows the areas where the distributed load acts. It is necessary to find 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 calculations, a = 0.2 m is assumed.

Solution C2-07 (Figure C2.0 condition 7 S.M. Targ 1989)

Solution of problem C2-07 from the textbook by S.M. Targa (1989) is presented in Figure C2.0 and describes a structure consisting of a square and a rod, either hinged or freely supported by each other at point C. The structure has external connections at points A, B, C and D, which can be hinges, rigid embedding, smooth plane or weightless rods. The structure is subject to various forces, including a couple of moment forces, a uniformly distributed load, and two additional forces.

This solution is a calculation of the reactions of bonds at points A, B, C and D in response to given loads. For this, the formula is used, where a = 0.2 m. All data is presented in table C2, including the directions and points of application of additional forces and distributed load, as well as the areas where the load acts.

Solution C2-07 from the textbook by S.M. Targa (1989) describes a structure consisting of a rigid angle and a rod, hinged or freely supported on each other at point C. The structure has external connections at points A, B, C and D, which can be hinged, rigidly terminated, smooth plane or weightless rods. The structure is subject to various forces, including a couple of moment forces, a uniformly distributed load, and two additional forces.

This solution is a calculation of the reactions of bonds at points A, B, C and D in response to given loads. For this, the formula is used, where a = 0.2 m. All data is presented in table C2, including the directions and points of application of additional forces and distributed load, as well as the areas where the 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. 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.

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Digital product "Independent work solution 2 option 10 Setkov V.I." - this is a complete solution to the task for independent work, option 10 from the collection on technical mechanics by V.I. Setkov. The solution shows the support reactions of a beam on two supports, as well as checking the correctness of their determination. The solution is made in .JPG format, which allows you to conveniently view it on any device. The product contains a beautiful html design that emphasizes its importance and helps you quickly and easily find the information you need. This product will become an indispensable assistant for anyone who studies technical mechanics and wants to successfully complete a task for independent work.

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