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Figure 5 shows an elastically restrained frame which has hinge supported at B and fixed supported...
Figure Q5(b) shows a frame ABCDE that is supported by a hinge at A and E...
Figure Q5(b) shows a frame ABCDE that is supported by a hinge at A and E b) ) Construct the free body diagram for the entire structure, the disc and member DBE t) By applying equation of equilibrium, determine the horizontal and vertical components of the force that is acting on the hinge of member DBE il) if the weight of the cylinder is increased to 60 N and all the reaction forces are remain unchanged evaluate the new radius...
b) Figure Q5(b) shows a frame ABCDE that is supported by a hinge at A and...
b) Figure Q5(b) shows a frame ABCDE that is supported by a hinge at A and E )Construct the free body diagram for the entire structure, the disc and member DBE i) By applying equation of equilibrium, determine the horizontal and vertical components of the force that is acting on the hinge of member DBE li) If the weight of the cylinder is increased to 60 N and all the reaction forces are remain unchanged, evaluate the new radius of...
Assume AE= 7m Figure 1 shows a beam with a hinge at E, fixed supported at...
Assume AE= 7m
Figure 1 shows a beam with a hinge at E, fixed supported at A and roller supported at B. Using Influence Lines basic method, a. draw influence lines diagram for: i. Reaction force R ii. Reaction force R (CO2-P02) (C2) [10 marks] b. calculate the maximum shear and moment at D if the beam is loaded with a 4kN/m uniformly distributed load and a 12 kN point load as shown in Figure 21. (CO2-PO2) (C3) [15 marks]...
Q4. Figure Q4 shows a steel column that pinned on top and fixed at the base....
Q4. Figure Q4 shows a steel column that pinned on top and fixed at the base. The column is restrained by steel beams about its x-axis and y-axis on the top of the column. The radius of gyrations of the column about x-axis is 137 mm and y-axis is 77.8 mm. The Modulus Elasticity of the column is 200 x10 kPa. (i) Calculate the moment of inertia of the column on x axis and y axis. (17 marks) (ii) Find...
This question is worth 20 marks Figure 2 shows a decorator's plank, which is 5 m in length, supported on two trestles. The mass of the plank is 37 kg and the mass of the decorator is 70 kg. In or...
This question is worth 20 marks Figure 2 shows a decorator's plank, which is 5 m in length, supported on two trestles. The mass of the plank is 37 kg and the mass of the decorator is 70 kg. In order to paint a stairwell the decorator has to position themselves at point A, as shown on Figure 2. To stop the plank tipping, the decorator's assistant attaches weights to a rope at point B Figure 2 The decorator's plank...
Question I.5 Figure 1.5 shows a frame with loads at A and D. Select the closest...
Question I.5 Figure 1.5 shows a frame with loads at A and D. Select the closest value for the magnitude of the total reaction at B. Assume the weight of the frame is zero. 40 kN VE 96.2 kN (a) (Ь -40 kN 5 m (c) -87.5 kN 30 kN (d) 57 kN 4m ao 1 m (e) 50 kN Figure L.5 Low mass frame Question I.6 In the shear and bending moment equations for beams, which of the following...
Figure Q5(b) shows a frame ABCDE that is supported by a hinge at A and E b) ) Construct the free body diagram for the entire structure, the disc and member DBE t) By applying equation of equilibrium, determine the horizontal and vertical components of the force that is acting on the hinge of member DBE il) if the weight of the cylinder is increased to 60 N and all the reaction forces are remain unchanged evaluate the new radius...
b) Figure Q5(b) shows a frame ABCDE that is supported by a hinge at A and E )Construct the free body diagram for the entire structure, the disc and member DBE i) By applying equation of equilibrium, determine the horizontal and vertical components of the force that is acting on the hinge of member DBE li) If the weight of the cylinder is increased to 60 N and all the reaction forces are remain unchanged, evaluate the new radius of...
Assume AE= 7m
Figure 1 shows a beam with a hinge at E, fixed supported at A and roller supported at B. Using Influence Lines basic method, a. draw influence lines diagram for: i. Reaction force R ii. Reaction force R (CO2-P02) (C2) [10 marks] b. calculate the maximum shear and moment at D if the beam is loaded with a 4kN/m uniformly distributed load and a 12 kN point load as shown in Figure 21. (CO2-PO2) (C3) [15 marks]...
Q4. Figure Q4 shows a steel column that pinned on top and fixed at the base. The column is restrained by steel beams about its x-axis and y-axis on the top of the column. The radius of gyrations of the column about x-axis is 137 mm and y-axis is 77.8 mm. The Modulus Elasticity of the column is 200 x10 kPa. (i) Calculate the moment of inertia of the column on x axis and y axis. (17 marks) (ii) Find...
This question is worth 20 marks Figure 2 shows a decorator's plank, which is 5 m in length, supported on two trestles. The mass of the plank is 37 kg and the mass of the decorator is 70 kg. In order to paint a stairwell the decorator has to position themselves at point A, as shown on Figure 2. To stop the plank tipping, the decorator's assistant attaches weights to a rope at point B Figure 2 The decorator's plank...
Question I.5 Figure 1.5 shows a frame with loads at A and D. Select the closest value for the magnitude of the total reaction at B. Assume the weight of the frame is zero. 40 kN VE 96.2 kN (a) (Ь -40 kN 5 m (c) -87.5 kN 30 kN (d) 57 kN 4m ao 1 m (e) 50 kN Figure L.5 Low mass frame Question I.6 In the shear and bending moment equations for beams, which of the following...
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