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Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure inclu...
Use the virtual work method to determine the horizontal deflection at joint C of the frame shown.
Use the virtual work method to determine
the horizontal deflection at joint C of the frame shown.
Can you please use Castalianos method. thanks. Question # B: For the shown frame in the...
Can you please use Castalianos method. thanks.
Question # B: For the shown frame in the figure, use the virtual work method to determine a) the rotation of joint D and b) the vertical deflection at joint E. 15 kN/m E 21 F 2 Hinge 2 D 2 65I kN 3 m -3 m m. 5 m E- 200 GPa 1 H350 (106) mm4
i need it right now Determine the end moments at joint D of the frame shown...
i need it right now
Determine the end moments at joint D of the frame shown using the slope-deflection method. In addition to the load shown, there is a counter-clockwise couple of 60kN-m magnitude at the midspan of member CD. El constant 6 kN/m 6 m Во 8 m
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...
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.
2. Use the virtual work method to determine the horizontal deflection at joint H of the truss shown in Figure 2 G (1500 mm2) H 4 m (1500 (1500 150 kN> 4 m (1500 mm2) (1500 2 m E-2x10S MPa Im Figur...
2. Use the virtual work method to determine the horizontal deflection at joint H of the truss shown in Figure 2 G (1500 mm2) H 4 m (1500 (1500 150 kN> 4 m (1500 mm2) (1500 2 m E-2x10S MPa Im Figure 2
2. Use the virtual work method to determine the horizontal deflection at joint H of the truss shown in Figure 2 G (1500 mm2) H 4 m (1500 (1500 150 kN> 4 m (1500 mm2) (1500 2...
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
Determine the horizontal deflection at joint E of the truss shown below by (a) Virtual workmethod...
Determine the horizontal deflection at joint E of the truss
shown below by (a) Virtual workmethod (b) Castigliano’s second
theorem
Problem 1. Determine the horizontal deflection at joint E of the truss shown below by a) Virtual work method [13 pts] b) Castigliano's second theorem (13 pts] 6k 6k 6k bo 4k C E 10 ft B |-54t-5-5f-+5ft- EA = constant E = 29,000 ksi A = 6 in.2
Determine the horizontal deflection at point B of the frame shown by virtual work method 3.00 m 6...
Determine the horizontal deflection at point B of the frame shown by virtual work method 3.00 m 62.5 P2 P1-200+AX100 kg P2-200+JX100 kg 500 3.00 m 2 : 200 + 3x100 = 500 k 4.00 m. 8.00 m -700x4ーー162.5 La = 162.5 L Ay = 862.5 L
Determine the horizontal deflection at point B of the frame shown by virtual work method 3.00 m 62.5 P2 P1-200+AX100 kg P2-200+JX100 kg 500 3.00 m 2 : 200 + 3x100 = 500...
2. Determine the vertical deflection at point C of the beam shown in Figure 2 with the virtual work method. PE 10 kN 2 kN/m El constant E= 2x 105 MPa 1-1x10 mm Figure 2 2. Determine the vertical...
2. Determine the vertical deflection at point C of the beam shown in Figure 2 with the virtual work method. PE 10 kN 2 kN/m El constant E= 2x 105 MPa 1-1x10 mm Figure 2
2. Determine the vertical deflection at point C of the beam shown in Figure 2 with the virtual work method. PE 10 kN 2 kN/m El constant E= 2x 105 MPa 1-1x10 mm Figure 2
Can you please use Castalianos method. thanks.
Question # B: For the shown frame in the figure, use the virtual work method to determine a) the rotation of joint D and b) the vertical deflection at joint E. 15 kN/m E 21 F 2 Hinge 2 D 2 65I kN 3 m -3 m m. 5 m E- 200 GPa 1 H350 (106) mm4
i need it right now
Determine the end moments at joint D of the frame shown using the slope-deflection method. In addition to the load shown, there is a counter-clockwise couple of 60kN-m magnitude at the midspan of member CD. El constant 6 kN/m 6 m Во 8 m
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...
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.
2. Use the virtual work method to determine the horizontal deflection at joint H of the truss shown in Figure 2 G (1500 mm2) H 4 m (1500 (1500 150 kN> 4 m (1500 mm2) (1500 2 m E-2x10S MPa Im Figure 2
2. Use the virtual work method to determine the horizontal deflection at joint H of the truss shown in Figure 2 G (1500 mm2) H 4 m (1500 (1500 150 kN> 4 m (1500 mm2) (1500 2...
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
Determine the horizontal deflection at joint E of the truss
shown below by (a) Virtual workmethod (b) Castigliano’s second
theorem
Problem 1. Determine the horizontal deflection at joint E of the truss shown below by a) Virtual work method [13 pts] b) Castigliano's second theorem (13 pts] 6k 6k 6k bo 4k C E 10 ft B |-54t-5-5f-+5ft- EA = constant E = 29,000 ksi A = 6 in.2
Determine the horizontal deflection at point B of the frame shown by virtual work method 3.00 m 62.5 P2 P1-200+AX100 kg P2-200+JX100 kg 500 3.00 m 2 : 200 + 3x100 = 500 k 4.00 m. 8.00 m -700x4ーー162.5 La = 162.5 L Ay = 862.5 L
Determine the horizontal deflection at point B of the frame shown by virtual work method 3.00 m 62.5 P2 P1-200+AX100 kg P2-200+JX100 kg 500 3.00 m 2 : 200 + 3x100 = 500...
2. Determine the vertical deflection at point C of the beam shown in Figure 2 with the virtual work method. PE 10 kN 2 kN/m El constant E= 2x 105 MPa 1-1x10 mm Figure 2
2. Determine the vertical deflection at point C of the beam shown in Figure 2 with the virtual work method. PE 10 kN 2 kN/m El constant E= 2x 105 MPa 1-1x10 mm Figure 2
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