(3) Use the method of virtual work to determine the slope and the yertical deflection at...
Problem 3: For the beam shown find the slope and deflection at point B and C 100 KN 300 kN-m 6 m E = constant = 70 GPa 1 = 500 (106) mm Problem 4: For the beam shown find the deflection at point B and the slope at point A 80 KN 12 m 12 m E = constant = 200 GPa I = 600 (106) mm
*9–40. Use the method of virtual work and determine the slope at A of the beam made from steel. E = 200 GPa, 1 = 100(106) mm. 9-41. Solve Prob. 9–40 using Castigliano's theorem. 40 kN 40 KN 1.5 m +1.5 m-+-1.5m-+-1.5m-- Probs. 9–39/40/41 9-42 Determine the displacement at point I Ise the
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...
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...
3.) Determine the maximum deflection and the maximum slope for beam shown below using either the moment area method or the conjugate beam method. (25P) 120 kN A AE ー10m ㅡㅡ 5 m EI constant E -200 GPa 1 = 700(106) mnm4
structural analysis 2- Determine the slope and deflection at mid span 25 kN/m 1. D #m-- -В 1-3 m +- -10 m- El = constant E = 200 GPS 1 - 500(106) mm
Problem 1. Determine the displacement and slope at C. El is constant. Use method of virtual work. 8 kN 4 kN B. - 3m 3m 3m-
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
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
The solution is simple with the MDSOLID graphic Example: Find the maximum deflection (max) And slope (0) at (x3 m) 10 KN Use: I 24x10 mm E=200 GPa y(6)-O B 3 m 3m Ryy R 10 KN Deflection y(x) R RM Example: Find the maximum deflection (max) And slope (0) at (x3 m) 10 KN Use: I 24x10 mm E=200 GPa y(6)-O B 3 m 3m Ryy R 10 KN Deflection y(x) R RM