2. Using the method of virtual work, determine the vertical displacement at pointC, Agy, (given: E-30.000...
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
A С 1.5 Using virtual work determine the vertical displacement at join E. Assume D is a roller and F is a pin A = 2 in? E = 29000 ksi IE 6k 2'0" 2'0
Compute the vertical and horizontal deflections of B by the
virtual work method, Verify the result by using RISA-2DE. E =
29000kips/in2, I = 100in4
4) Compute the vertical and horizontal deflections of B by the virtual work method, Verify the result by using RISA-2DE. E 29000kips/in2,1 100in 10 kips w 2.4 kips/ft 9 kips B 21 21 12' 5' 20'
4) Compute the vertical and horizontal deflections of B by the virtual work method, Verify the result by using...
Question 2 Using virtual work, determine the vertical displacement at joint E. Assume D is aroller and is a pin. A= 2in² E=2940 )usi с 2'0 tan o 2'0" Efy-o Dyr Fy-6 1.3 0 - 36.86 12 SME=0 40 -(Dy x 48 +(6x2) = 0 Ay 3x Px
③ using virtual work the vertical displacement at Joint E assume Des a roller and F is apin. A = wina E- 29000 ksi A B C D wts ANL 6K at- { А, Е
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.
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 A с E 8 ft 24 ft ( Skip ft? rad EI in...
Determine the vertical displacement of point C. El is constant. Use the method of virtual work. Prob. 8-55 80 KN.m 20 KN B -3 m 4 m
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'
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
A-2 Determine the vertical displacement of joint 1. Each bar is made of steel and has the cross-sectional area shown. Take E = 29(10) ksi. Use the method of virtual work. E 2 in? D 2 in? 2 in? 3 in? 3 in 8 ft 3 in с 8 ft 8 ft 3kV 6k