Solution C2 Option 00 (Fig. Usl.0 0) termehu Targ 1988

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Solution C2 Option 00 (Fig. Usl.0 0) termehu Targ 1988 Solution C2 Option 00 (Fig. Usl.0 0) termehu Targ 1988


Meeting the challenge C2 Option 00 on the theoretical mechanics of Targa SM 1988 .. Conditions to the problem of Static section 1 (page 12 Targa training manual.) A rigid frame is situated in a vertical plane (.. Figure S1.0 - S1.9, Table C1) mounted pivotally at point A, and in a fixed point or BB1 weightless rod, or hinge support on rollers; a rod attached to the frame and to the fixed support hinges. On the frame are couple forces from the moment M = 100 kN * m and two strength values, direction and point of application are indicated in the table (for example in № 1 frame a force F1 = 10 N at an angle 30 ° to the horizontal axis, applied at the point K and the force F4 = 40 H at 60 ° to the horizontal axis, attached at point H, and the like. d.). Determine the reaction ties in points A, B, caused by a given load. When the final calculations take l = 0,5 m.

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Meeting the challenge C2 Option 00 on the theoretical mechanics of Targa SM 1988 .. Conditions to the problem of Static section 1 (page 12 Targa training manual.) A rigid frame is situated in a vertical plane (.. Figure S1.0 - S1.9, Table C1) mounted pivotally at point A, and in a fixed point or BB1 weightless rod, or hinge support on rollers; a rod attached to the frame and to the fixed support hinges. On the frame are couple forces from the moment M = 100 kN * m and two strength values, direction and point of application are indicated in the table (for example in № 1 frame a force F1 = 10 N at an angle 30 ° to the horizontal axis, applied at the point K and the force F4 = 40 H at 60 ° to the horizontal axis, attached at point H, and the like. d.). Determine the reaction ties in points A, B, caused by a given load. When the final calculations take l = 0,5 m.

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