A 5 K N cylinder is supported by beam AB and cable as shown in figure, when the force P is 0.63 kN and the distance L is 0.466 m. Determine the reaction at A( pin) on the beam and the forces exerted by the cylinder on the beam AB?
2-P A tugboat pulls on cable AB with a force of 50 kN. Determine the forces developed in cables BC and BD necessary for equilibrium. (Note: All three cables lie in the same plane.) 址 -30° 20° 50 kN
Statically indeterminate beam. Determine reaction forces at each pin support. lkips 5(.13 n SJ
Question 15 For the truss shown in the figure below, determine the vertical reaction force at support A 5 kN 3 m 45 1 m 2 m +5 KN + 4.3 kN -3 kN -5 kN Question 16 For the truss shown in the figure below, determine the horizontal reaction force at support D: 5 kN 45° 1 m 2 m + 15 kN - 12.5 kN 0 kN +5 kN Question 17 For the truss shown in the figure...
300 N/m (5) For the simple beam with loading shown, determine the shear force and bending moment at a section 1.8 m to the right of support A. Ans: V = 138 N, M = 443 Nm 3 m 1.5 m
\ THIS ASSIGNMENT CON TRIBUTES TO YOUR COURSE MARK. Q kN L m P kN P kN Given the forces P 4 and Q 4.2 KN and the height L 6 m: 4m 8 m 8 m 4 m How many zero force members are in this truss? Determine the forces in each member of the truss shown belovw THIS ASSIGNMENT CON TRIBUTES TO YOUR COURSE MARK. Q kN L m P kN P kN Given the forces P 4...
5. For the beam and loading shown, and wo-1000 N/m, L-3 m, and E-200 GPa. Determine (a) the equation of the elastic curve, and (b) the maximum deflection. Wo 8 mm 300 DT 8 mm ト150mm 〒8mm 150 mm
QUESTION 4 (25 marks) A simply supported beam is loaded by an uniform distributed load, wkN/m, over the span of the beam, L, as shown in Figure Q4. (a) Determine the end reactions at point A and B in terms of w and L. (4 marks) (b) At an arbitrary point, x, express the internal mom (c) Show that the deflection curve of the beam under the loading situation is ent, M(x), in x, w, and L. (5 marks) 24EI...
Question 2: A simply supported beam under loading as shown in Figure 1: 1. Draw the influence lines of the bending moment and shear force at point C (L/4) Using the influence lines to determine the bending moment and shear force at section C due to the loading as shown in the figure. 2. 3. There is a distributed live load (w#2.5kN/m) which can vary the location along the beam. Determine the location of the live loads which create the...
MEMB343 MECHANICAL VIBRATIONS ASSIGNMENT l. For the system shown in Figure 1, where mi=5 kg, m,-10 kg, ki=1000 N/m, k2-500 N/m, k, 2000 N/m, fi-100sin(15t) N and f-0, use modal analysis to determine the amplitudes of masses m, and m2. The equations of motion are given as sin(15t), wth natura frequencies 5 01[i, 0 10 500-500x, 500 2500jx, x,[100 ω,-14.14 rad's and a, = 18.71 rad/s, and mode shapes, Φ',, and Φ' k, Im Figure 1 MEMB343 MECHANICAL VIBRATIONS ASSIGNMENT...