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Question 1 Use virtual work method to determine the deflection at point then sketch the deflected...
Problem 4 Use the conjugate beam method to determine the slope and deflection at point B...
Problem 4 Use the conjugate beam method to determine the slope and deflection at point B of the beam shown. E- 29,000 ksi. I-3,000 in4. 2 k/ft 30 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...
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...
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
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
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...
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.
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
2. Use the double integration method to solve for the requested quantities. (Use whatever coordinate system...
2. Use the double integration method to solve for the requested quantities. (Use whatever coordinate system you desire for the generation of the equations. You will then use your equations to solve for the quantities at the specific locations.) (20pts) Determine for 6, and where E-1.99-10° psi and 950 in' 1 klf EI 15 ft 5 ft 3. Use the virtual work method to determine the deflection of each of the joints indicated. E ksi. Find ΔΕΧ and Bar areas:...
For Problems9.1 through 9.6, use the virtual work method to determine the deflection of each of the joints indicate...
For Problems9.1 through 9.6, use the virtual work method to determine the deflection of each of the joints indicated. E 29,000 ksi for all members unless otherwise indicated. The cross section of each member is given as in2 unless noted otherwise. Find A and ACy. Bar areas: AB = 7; BC DE EC 2; AD BE = 4; and DB 6. (Ans: ACu = 2.148 in P9.1 0.394 in. -) ,ACx | 20k 40 k CV E 10k - 20...
The two-span continuos beam (ABC) shown in the sketch below carries a uniformly distributed load, w,...
The two-span continuos beam (ABC) shown in the sketch
below carries a uniformly distributed load, w, in the left side
span AB. Assume that EI is constant. Use the method of virtual
work, together with the principle of relative displacements, to
determine the following quantities in terms of E,I,L and
w:
The two-span continuous beam (ABC) shown in the sketch below carries a uniformly distributed load, w, in the left side span AB. Assume that El of the beam is...
Problem 4 Use the conjugate beam method to determine the slope and deflection at point B of the beam shown. E- 29,000 ksi. I-3,000 in4. 2 k/ft 30 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...
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
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
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...
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.
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
2. Use the double integration method to solve for the requested quantities. (Use whatever coordinate system you desire for the generation of the equations. You will then use your equations to solve for the quantities at the specific locations.) (20pts) Determine for 6, and where E-1.99-10° psi and 950 in' 1 klf EI 15 ft 5 ft 3. Use the virtual work method to determine the deflection of each of the joints indicated. E ksi. Find ΔΕΧ and Bar areas:...
For Problems9.1 through 9.6, use the virtual work method to determine the deflection of each of the joints indicated. E 29,000 ksi for all members unless otherwise indicated. The cross section of each member is given as in2 unless noted otherwise. Find A and ACy. Bar areas: AB = 7; BC DE EC 2; AD BE = 4; and DB 6. (Ans: ACu = 2.148 in P9.1 0.394 in. -) ,ACx | 20k 40 k CV E 10k - 20...
The two-span continuos beam (ABC) shown in the sketch
below carries a uniformly distributed load, w, in the left side
span AB. Assume that EI is constant. Use the method of virtual
work, together with the principle of relative displacements, to
determine the following quantities in terms of E,I,L and
w:
The two-span continuous beam (ABC) shown in the sketch below carries a uniformly distributed load, w, in the left side span AB. Assume that El of the beam is...
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