Q.1) Determine the support reactions at A and the tension in the cable of the beam-pulley system shown below. The weight of beam AB is 300 N and the pulley weighs 200 N. Cable D B 3 m 5
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- (a) Determine the reactions at the supports and draw the bending moment diagram for the following structures. (b) Redo problem (a) by using the bending moments over support A and B as the redundant forces. (c) Repeat problem (a) if there are support settlements of 8mm, 5mm and 2mm at A, B and C respectively. Given E=200GPa, I=107mm4 .Determine the reactions at the supports and draw the bending moment diagram for the following structures if there are support settlements of 8mm, 5mm and 2mm at A, B and C respectively. Given E=200GPa, I=107mm4 .(a) Determine the reactions at the supports and draw the bending moment diagram for the following structures. (b) Repeat problem (a) if there are a support movement of A to left by 10mm and a support settlement at D by 12mm. Given E=200GPa, I=107mm4 .
- 4.50 The homogeneous 18-kg pulley is attached to the bar ABC with a pin at B. The mass of the bar is negligible. The cable running over the pulley carries a tension of 600 N. Determine the magnitudes of the support reactions at A and C.The frame ABCDEF shown above is supported by a cable at D and a pin at A. A load of weight W = 45 lb hangs at point F.Neglect the weights of any individual members. Be sure to include a single free body diagram of the entire frame ABCDEF and individual free body diagrams of the parts that constitute this frame: Member ABCD Member CEF Member BE A. Determine the tension in cable GD, the magnitudes of components of the reaction forces at pin A, and the magnitudes of components of the reaction forces at pin C. B. Is member BE in tension or compression?What is the VERTICAL and HORIZONTAL reaction of the support at B?use :x = 137y = 37a = 6b = 8c = 1
- 7.3 The jib crane supports a load of F = 710 lb from the trolley which rides on the top of the jib. Determine the internal normal force, shear force, and moment in the jib at point C when the trolley is at the position shown. The crane members are pinned together at B, E and F and supported by a short link BH. Determine the internal normal force at point C. Determine the shear force at point C.In the figure on the right where there is a 50 N single load at point Bof the given rod system, (between AB: 4m / BC: 1m)a) find the support reactions?b) Immediately after support A, just before point Band immediately after and just before the C-bracketFind the cross section effects by cutting?c) Draw the cross sectional influence diagrams.The wall crane supports a load of 700lb. Determine the horizontal and vertical components of reaction at the pins A and D. Also, what is the force in the cable at the winch W? The jib ABC has a weight of 100 lb and member BD has a weight of 40 lb. Each member is uniform and has a center of gravity at its center.
- A continuous beam is supported by a spring at D with spring constant of 40kN/m as shown. Determine the reactions at the supports A and B and the spring force and draw the bending moment diagram. Given E=200GPa, I=4×107mm4 . (Hint : take the spring force as unknown).The load is supported by the four stainless steel wires that are connected to the rigid elements AB and DC. Determine the angle of inclination of each element after to apply the loads shown in the figure and the reactions in each wire. The elements were originally horizontal and each cable has a cross-sectional area of 0.015 cm2 . ? = 193 GPa. Use the stiffness method.Give me the solutions of this. Identity the maximum shear and maximum moment. Answers: Vmax = 28.98 kN, Mmax = -85.25 kN-m