2. Determine the vertical deflection at point C of the beam shown in Figure 2 with the virtual work method. PE 10 kN 2 kN/m El constant E= 2x 105 MPa 1-1x10 mm Figure 2 2. Determine the vertical...
Determine the vertical displacement of point C. El is constant. Use the method of virtual work. Prob. 8-55 80 KN.m 20 KN B -3 m 4 m
Use the virtual work method to find the deflection of the cantlever beam A. E-200GPa, I - 500x106 mm" 2/3 12 kN/m 10 m E-200GPa, I - 500x106 mm" 2/3 12 kN/m 10 m
2. Use the virtual work method to determine the horizontal deflection at joint H of the truss shown in Figure 2 G (1500 mm2) H 4 m (1500 (1500 150 kN> 4 m (1500 mm2) (1500 2 m E-2x10S MPa Im Figure 2 2. Use the virtual work method to determine the horizontal deflection at joint H of the truss shown in Figure 2 G (1500 mm2) H 4 m (1500 (1500 150 kN> 4 m (1500 mm2) (1500 2...
A=1200mm2 Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure including the effect of axial deformations, by the virtual work method. El- constant, E 70 GPa, l = 554(106) mmt (25 Points) 10 m 15 kN/m -75 kN- 6 m BHinge 6 m Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure including the effect of axial deformations, by the virtual work method. El- constant, E...
Figure 1 shows a beam is supported by a pin at A and a roller at C. The beam is subjected to point loads 30 kN and 60 kN and a uniformly distributed load of 24 kN/m. Modulus of elasticity, E and moment of inertia, I for all members are 205 kN/mm2 and 195 x 106 mm4, respectively. By using Virtual Work method, (a) determine the slope at B. (1.801 mrad) (b) determine the deflection at B and D. (2.4...
(3) Use the method of virtual work to determine the slope and the yertical deflection at (10 points) point C 120 kN m 100 kN A В 6 m 3m 21 E constant 70 GPa I = 500 (106) mm
8-55 : Determine the vertical displacement of point C. EI is constant. Use the method of virtual work. -55. Determine the vertical displacement of point C. El is constant. Use the method of virtual work. $-56. Solve Prob. 8-55 using Castigliano's theorem. 80 kN m 20 kN B 4 m Probs. 8-55/56
4. Determine the slope and deflection at end point C of the cantilever beam shown in the figure. Use E = 200 GPa, I = 10 x 106 mm 3 kN/m 2 kN.m A B 2 m 2 m
Problem 2: For the beam shown below: 16.0 kN/m 8.0 kN/m 16.8 mm 354 mm 9.4 mm 50 kN 205 mm 4.0 m Beam Cross Section 4.0 m 4.0 m (a) Draw and label the axial, shear, and bending moment diagrams for the beam. (b) Determine the location and magnitude of maximum forces in the beam (axial, shear, and moment). (c) At the location of the maximum forces, draw the distribution of normal and shear stresses over the depth of...
Question 1 Use virtual work method to determine the deflection at point then sketch the deflected shape for the shown beam. E=29(103) ksi and and I=2000 in 12 k 2 k/ft B 30 ft 10 ft