solve for horizontal deflection at point c using virtual work, please show work for reactions and all other steps
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solve for horizontal deflection at point c using
virtual work, please show work for reactions and...
Using the virtual work method, determine the horizontal deflection at joint C of the truss. of...
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.
(3) Use the method of virtual work to determine the slope and the yertical deflection at...
(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
For the trusses using the flexibility method to solve the problem Selecting the horizontal reactions at...
For the trusses using the flexibility method to solve the problem Selecting the horizontal reactions at C as redundant (Cx) AE=constant A=1000 mm E=200 GPa (a) Compute the reactions and bar forces produced by the applied loads (b) Formulate the compatibility equation. Formulate the new compatibility equation if support A settles 10 mm A B 6 m С D 48 KN 8 m 8 m
5. Use the virtual work method using visual integration and only bending deformations to find the...
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. 1.46-10 mm and E 200 GPa. (20pts) Moment release 60 kN 80 kN 5 m 5 m 5 m
Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure inclu...
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...
Structural analysis 5. Use the virtual work method using visual integration and only bending deformations to...
Structural analysis
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) NMomen, release[60kN 60 kN 5 m 5 m 5 m 5 m
P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: 146 x 106 mm, E 200 ...
Solve using Virtual work method
P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: 146 x 106 mm, E 200 GPa. Treat rocker at E as a roller P 18 kN 21 P8.24
P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: 146 x 106 mm, E 200 GPa. Treat rocker at E as a roller P 18 kN 21 P8.24
Problem 3: For the beam shown find the slope and deflection at point B and C...
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
5. Use the virtual work method using visual integration and only bending deformations to find the indicated deflec...
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...
2. (20 points) Using the unit load method (virtual work), find the horizontal displacement of node...
2. (20 points) Using the unit load method (virtual work), find the horizontal displacement of node 3 (joint 3) of the truss shown in the figure. ? R All areas = 50 mm 2 E = 200 GPa 15 kN 2 60 L4 m
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.
(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
For the trusses using the flexibility method to solve the problem Selecting the horizontal reactions at C as redundant (Cx) AE=constant A=1000 mm E=200 GPa (a) Compute the reactions and bar forces produced by the applied loads (b) Formulate the compatibility equation. Formulate the new compatibility equation if support A settles 10 mm A B 6 m С D 48 KN 8 m 8 m
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. 1.46-10 mm and E 200 GPa. (20pts) Moment release 60 kN 80 kN 5 m 5 m 5 m
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...
Structural analysis
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) NMomen, release[60kN 60 kN 5 m 5 m 5 m 5 m
Solve using Virtual work method
P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: 146 x 106 mm, E 200 GPa. Treat rocker at E as a roller P 18 kN 21 P8.24
P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: 146 x 106 mm, E 200 GPa. Treat rocker at E as a roller P 18 kN 21 P8.24
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
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...
2. (20 points) Using the unit load method (virtual work), find the horizontal displacement of node 3 (joint 3) of the truss shown in the figure. ? R All areas = 50 mm 2 E = 200 GPa 15 kN 2 60 L4 m
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