Solution C2-56 (Figure C2.5 condition 6 S.M. Targ 1989)

Solution to problem C2-56 from the textbook by S.M. Targa (1989) suggests a structure consisting of a rigid angle and a rod, which at point C can be hinged to each other (Figures C2.0 - C2.5) or freely resting on each other (Figures C2.6 - C2 .9). The structure is exposed to external connections that are imposed at point A (hinge or rigid embedment) and at point B (smooth plane or weightless rod BB' or hinge) and at point D (weightless rod DD' or hinged support on rollers). In this problem, 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 in which area the distributed load is applied. 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. When calculating, a = 0.2 m should be taken.

Our digital goods store presents a unique solution to problem C2-56 from the textbook by S.M. Targa (1989), presented as a digital product. This product contains Figure C2.5 of Condition 6, which is beautifully formatted in HTML code. The solution to the problem consists of a structure consisting of a rigid angle and a rod, which can be connected to each other by hinges or freely resting on each other at point C. The structure is affected by external connections imposed at point A and point B, as well as a uniformly distributed load intensity q and a couple of forces with a moment M. The product table indicates the points of application and directions of forces, as well as the areas where the distributed load acts. Our product allows you to determine the reactions of bonds at points A, B, C (and at point D for certain patterns) caused by specified loads. When making calculations, it is necessary to take into account the parameter a = 0.2 m. All materials are presented in a convenient format and are ready for use.

Our digital goods store presents a unique solution to problem C2-56 from the textbook by S.M. Targa (1989), presented as a digital product. This product contains Figure C2.5 of Condition 6, which is beautifully formatted in HTML code.

The solution to the problem consists of a structure consisting of a rigid angle and a rod, which can be connected to each other by hinges or freely resting on each other at point C. The structure is affected by external connections imposed at point A and point B, as well as a uniformly distributed load intensity q and a couple of forces with a moment M. The product table indicates the points of application and directions of forces, as well as the areas where the distributed load acts.

Our product allows you to determine the reactions of bonds at points A, B, C (and at point D for certain patterns) caused by specified loads. When making calculations, it is necessary to take into account the parameter a = 0.2 m. All materials are presented in a convenient format and are ready for use.

For figures C2.0-C2.5, the structure consists of a rigid angle and a rod, which can be hingedly connected at point C. At point A, a hinge acts on the structure, and at point B there is a smooth plane. There are no loads at point D.

For Figures C2.6-C2.9, the structure also consists of a rigid angle and a rod, which freely rest against each other at point C. At point A, a rigid seal acts on the structure, and at point B there may be a weightless rod BB' or a hinge. At point D there may be a weightless rod DD' or a hinged support on the rollers.

Each pattern has its own forces, directions and points of application, as well as areas where the distributed load acts. Our product allows you to determine the reactions of bonds at points A, B, C (and at point D for certain patterns) caused by specified loads. When calculating, it is necessary to take into account the parameter a = 0.2 m.

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Solution C2-56 is a structure consisting of a rigid angle and a rod. At point C they are hinged or freely rest on each other. External connections are hinges, rigid embedding or a smooth plane. 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. 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. For calculations, a=0.2 m is assumed.

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