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For Problems9.1 through 9.6, use the virtual work method to determine the deflection of each of the joints indicate...
3. Use the virtual work method to determine the deflection of each of the joints indicated....
3. Use the virtual work method to determine the deflection of each of the joints indicated. E-29,000 ksi. Find ΔΕΧ and Δο-Bar areas: top and bottom chords-4; web members-2. (20pts) 50k 30k 10 ft s0k 10 ft i0 ft
Structural analysis 3. Use the virtual work method to determine the deflection of each of the...
Structural analysis
3. Use the virtual work method to determine the deflection of each of the joints indicated. E-29,000 ksi. Find ΔΕΧ and Δ1y. Bar areas: top and bottom chords 4; web members -2. (20pts) 50 k 50k 30k 0ft i0 ft 10 ft
For Problems 9.7 through 9.29, use the virtual work method using con- ventional integration and only...
For Problems 9.7 through 9.29, use the virtual work method using con- ventional integration and only bending deformations to find the indicated deflections/rotations in each structure. E = 29,000 ksi for all members unless otherwise indicated.
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...
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
Question 1 Use virtual work method to determine the deflection at point then sketch the deflected...
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
6. Use the virtual work method include both shear and bending deformations to determine the vertical...
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; 1:5000 in"; K = 1.1 1 ; A = 1.25 in 2 (20pts) 22 k 2.5 klf 16 ft
Use Method of Virtual Work. 1. The 10 ft long steel (E = 29,000 ksi) cantilever...
Use Method of Virtual Work.
1. The 10 ft long steel (E = 29,000 ksi) cantilever beam shown below has a fixed support at the left end (Point A). The beam supports a 10 kips (downward) load at Point B and a 50 k-ft "point couple" (clockwise) at the free end of the cantilever (Point C). Region AB is 6 ft long with moment of inertia IAB = 500 in". Region BC is 4 ft long with moment of inertia...
3. Use the virtual work method to determine the deflection of each of the joints indicated. E-29,000 ksi. Find ΔΕΧ and Δο-Bar areas: top and bottom chords-4; web members-2. (20pts) 50k 30k 10 ft s0k 10 ft i0 ft
Structural analysis
3. Use the virtual work method to determine the deflection of each of the joints indicated. E-29,000 ksi. Find ΔΕΧ and Δ1y. Bar areas: top and bottom chords 4; web members -2. (20pts) 50 k 50k 30k 0ft i0 ft 10 ft
For Problems 9.7 through 9.29, use the virtual work method using con- ventional integration and only bending deformations to find the indicated deflections/rotations in each structure. E = 29,000 ksi for all members unless otherwise indicated.
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...
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
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
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; 1:5000 in"; K = 1.1 1 ; A = 1.25 in 2 (20pts) 22 k 2.5 klf 16 ft
Use Method of Virtual Work.
1. The 10 ft long steel (E = 29,000 ksi) cantilever beam shown below has a fixed support at the left end (Point A). The beam supports a 10 kips (downward) load at Point B and a 50 k-ft "point couple" (clockwise) at the free end of the cantilever (Point C). Region AB is 6 ft long with moment of inertia IAB = 500 in". Region BC is 4 ft long with moment of inertia...
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