Determine the horizontal deflection at point B of the frame shown by virtual work method 3.00 m 6...
Use the virtual work method to determine the horizontal deflection at joint C of the frame shown.
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...
Using the virtual work method, determine the horizontal deflection at joint C of the truss. of the trusses shown in Figure P8.13 and 8.6 Using the virtual work method, determine the horizontal deflection at joint Figure P8.14 101 30 k 10 ft Fig. 3.13. Truss.
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
Question 3 (30 points): Determine the smallest moment of inertia I required for the members of the frame shown, so that the horizontal deflection at joint C does not exceed 1 inch. Use the virtual work method. E 29000 ksi EI - Constant. 7k Hinge 20 ft 10 ft10 ft Question 3 (30 points): Determine the smallest moment of inertia I required for the members of the frame shown, so that the horizontal deflection at joint C does not exceed...
(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
Problem 2- Determine the deflection and rotation at B using virtual work method. Assume and 1-200 in. (25 points) 10 k 7.5 15'
solve for horizontal deflection at point c using virtual work, please show work for reactions and all other steps Deflections of Trusses, Beams, and Frames: Work-Energy Methods 30 kN/m 50 KN + B T Hinge 4.5 m E=200 GPa I = 400(106)mm = 225 cm -3 m -3 m $ 4 27 & 7 9 B 3
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...
5. Use the virtual work method using visual integration and only bending deformations to find the indicated deflections/rotations in each structure. Calculate the deflection at point D and the rotation at point B.I-1.46-10'mm and E 200 GPa. (20pts) 80 KN Moment release 60 KN 5 m 5 m 5 m 5 m 6. Use the virtual work method include both shear and bending deformations to determine the vertical deflection and rotation at point B. E-29,000 ksi; G 11000 ksi 1...