Use the virtual work method to determine the horizontal deflection at joint C of the frame shown.
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Use the virtual work method to determine the horizontal deflection at joint C of the frame shown.
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.
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...
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...
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...
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 smallest cross-sectional
area A required for the members of the truss shown, so that
the horizontal deflection at joint D does not exceed 10 mm.
Use the virtual work method.
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...
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
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....
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