Compute the vertical and horizontal deflections of B by the virtual work method, Verify the result by using RISA-2DE. E = 29000kips/in2, I = 100in4
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Compute the vertical and horizontal deflections of B by the virtual work method, Verify the resul...
5. (20 points) The truss shown below supports horizontal forces of 6 kips at Joint G,...
5. (20 points) The truss shown below supports horizontal forces of 6 kips at Joint G, 8 kips at Joint E, and 4 kips at Joint C. All truss members are made of steel (E 29,000 ksi). Each of the diagonal members (Members AD, DE, and EH) has a cross-sectional area of 1.2 in2. Each of the vertical members (Members AC, CE, EG, BD, DF and FH) has a cross-sectional area of 2.4 in Each of the horizontal members (Members...
2. Using the method of virtual work, determine the vertical displacement at pointC, Agy, (given: E-30.000...
2. Using the method of virtual work, determine the vertical displacement at pointC, Agy, (given: E-30.000 ksi and A- 1 in). 8 13.33 3.33 9" o kipsD 10 kips 6.667 6.667 12 12 12 121212 (a) Real displacement set (given) (b) Virtual force set
Use the method of virtual work and determine the horizontal and vertical displacements of point C....
Use the method of virtual work and determine the horizontal and vertical displacements of point C. There is a fixed support at A and fixed joint at B. El is constant. Prob. 8-49 400 lb/ft с -8 ft 10 ft
3. (5) Determine the vertical deflection of joint D produced by the 30-kip horizontal load. For...
3. (5) Determine the vertical deflection of joint D produced by the 30-kip horizontal load. For all bars, A = 1.5 in? and E = 29000 ksi. P = 30 kips - 124 TASNUVAS _ O_._ 4. (5) For Problem 3 above, reduce the deflection by a factor of two by increasing the area of only three members from 1.5 in2 to 3.0 in2. Verify using RISA or STRIAN.
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...
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support...
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support at A is a pin and D is a roller. El is constant. (16 points) 4 kip/ft SBh B 15 ft. C 15 ft. 10 ft. A What is the horizontal displacement at B
Problem 2 Determine the vertical displacement of joint C. Use the method of virtual work. E...
Problem 2 Determine the vertical displacement of joint C. Use the method of virtual work. E A is a roller and D is a hinge support. 29,000 ksi 6 ft wall 2 in2 8 ft 2 in A 2 in 80 k
Use the method of Virtual Work and compute the vertical and horizontal displacement of joint B of the truss. Each steel member has a cross-sectional area of 300mm, E=200GPa
Use the method of Virtual Work and compute the vertical and horizontal displacement of joint B of the truss. Each steel member has a cross-sectional area of 300mm^2. E=200GPa
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support...
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support at A is a pin and D is a roller. El is constant. (16 points) SBM 4 kip/ft B 15 ft. с 15 ft. 10 ft D Tz A 777
UESTION 4 16 po (Virtual Work Truss) Problem 4. Virtual Work Method. Determine the horizontal deflection...
UESTION 4 16 po (Virtual Work Truss) Problem 4. Virtual Work Method. Determine the horizontal deflection at B. Assume all members are pin- connected at their ends. AE is constant (46 points) 3 kip Seh 4 ft 3 ft B 4 ft. 6 ft А E What is the horizontal displacement at B TTT Arial 3 (12pt) vт !!! III Words:0 Path:p 16 points QUESTION 5 (Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B....
5. (20 points) The truss shown below supports horizontal forces of 6 kips at Joint G, 8 kips at Joint E, and 4 kips at Joint C. All truss members are made of steel (E 29,000 ksi). Each of the diagonal members (Members AD, DE, and EH) has a cross-sectional area of 1.2 in2. Each of the vertical members (Members AC, CE, EG, BD, DF and FH) has a cross-sectional area of 2.4 in Each of the horizontal members (Members...
2. Using the method of virtual work, determine the vertical displacement at pointC, Agy, (given: E-30.000 ksi and A- 1 in). 8 13.33 3.33 9" o kipsD 10 kips 6.667 6.667 12 12 12 121212 (a) Real displacement set (given) (b) Virtual force set
Use the method of virtual work and determine the horizontal and vertical displacements of point C. There is a fixed support at A and fixed joint at B. El is constant. Prob. 8-49 400 lb/ft с -8 ft 10 ft
3. (5) Determine the vertical deflection of joint D produced by the 30-kip horizontal load. For all bars, A = 1.5 in? and E = 29000 ksi. P = 30 kips - 124 TASNUVAS _ O_._ 4. (5) For Problem 3 above, reduce the deflection by a factor of two by increasing the area of only three members from 1.5 in2 to 3.0 in2. Verify using RISA or STRIAN.
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...
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support at A is a pin and D is a roller. El is constant. (16 points) 4 kip/ft SBh B 15 ft. C 15 ft. 10 ft. A What is the horizontal displacement at B
Problem 2 Determine the vertical displacement of joint C. Use the method of virtual work. E A is a roller and D is a hinge support. 29,000 ksi 6 ft wall 2 in2 8 ft 2 in A 2 in 80 k
(Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B. The support at A is a pin and D is a roller. El is constant. (16 points) SBM 4 kip/ft B 15 ft. с 15 ft. 10 ft D Tz A 777
UESTION 4 16 po (Virtual Work Truss) Problem 4. Virtual Work Method. Determine the horizontal deflection at B. Assume all members are pin- connected at their ends. AE is constant (46 points) 3 kip Seh 4 ft 3 ft B 4 ft. 6 ft А E What is the horizontal displacement at B TTT Arial 3 (12pt) vт !!! III Words:0 Path:p 16 points QUESTION 5 (Virtual Work Determinate) Problem 5. Virtual Work Method. Determine the horizontal displacement at B....
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