Use the virtual force method to determine the rotation and displacement at A. Show the direction of the arrows. EI is constant. Assume E = 29,000 ksi and I = 180 in4.
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Use the virtual force method to determine the rotation and displacement at A. Show the direction...
Problem # 2 Use the virtual force method to determine the rotation and displacement at A. Show the direction of the arrows. El is constant. Assume E = 29,000 ksi and I = 180 in*. 1.2 kip/ft V A С B 8 ft 24 ft + e )kip ft? = rad EI )kip ft Il Val in EI
(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
(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
QUESTION 5 16 points (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 Sen B 15 ft 15 ft 10 ft A What is the horizontal displacement at B TT T Arial 3 (12pt) т III III Path: P Words:0 QUESTION 6 16 points Sav (Virtual Work indeterminate) Problem 6. Virtual Work Method. Determine the reaction...
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....
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
Please use the Double integration method. The
infinitely rigid in the axial direction of AB means it will not
shorten or compress but it can still bend.
Using the double integral method, find the vertical deflection at point C (in inches). Assume that member AB is infinitely rigid in the axial direction. Assume El is constant. w-2.71 k/ft. E 29,000 ksi, I = 496 in4. Neglect the weight of the frame. 8'-0"
4. Solve for the vertical displacement at B of the beam by the method of virtual forces under the load shown. Use 1-300 in4 and E = 29000 ksi. 4 K/ft 10' 5'
(Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the reaction at A. The support at A is a roller and C is fixed. El is constant. (16 points) RA с 10 ft. 5 ft. 4 kip B
(Virtual Work Indeterminate) Problem 6. Virtual Work Method. Determine the reaction at A. The support at A is a roller and C is fixed El is constant. (16 points) RA С 10 ft. 5 ft. 4 kip B What is the reaction at A