GIVEN: E-29,000 ksi 1-1000 in OK 40K 15 6.1K 33.3K 1o' FIND: Find the deflection at point D by virtual work. (Mm)...
Problem #3 GIVEN: E = 29,000 ksi I = 1000 in4 OK 40K 15 33.3K 6.7K 30 FIND: Find the deflection at point D by virtual work. (Mm) Answer will be in inches, and give direction.
1 December 2018 Problem #3 GIVEN: E-29,000 ksi 1 1000 in OK 40K 33.3K 16.1K 30 FIND: Find the deflection at point D by virtual work. (Mm) Answer will be in inches, and give direction.
Problem #3 GIVEN: E 29,000 ksi 1 1000 in IOR 40K 15 33.3K 6.1K FIND: Find the deflection at point D by virtual work. (Mm) Answer will be in inches, and give direction.
AL EXAM Na i roblem #3-0-1, 1 December 2018 GIVEN: E 29,000 ksi 1 1000 int IOR 40 K 33.3K 16.1K 30' FIND: Find the deflection at point D by virtual work. (Mm) Answer will be in inches, and give direction.
5. Use the virtual work method using visual integration and only bending deformations to find the indicated deflections/rotations in each structure. Calculate the deflection at point D and the rotation at point B.I-1.46-10'mm and E 200 GPa. (20pts) 80 KN Moment release 60 KN 5 m 5 m 5 m 5 m 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...
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...
Given: The cantilevered beam shown below with E = 60,000 ksi and I = 400 in (25 pts) Find: a) Find A, MA and write the M(x) equation for the real system, b) Find Ay, MA and write the MAx) equation for the A, virtual system, c) Find Ay, MA and write the M.x) equation for the eg virtual system, d) Use the Virtual Work method (1(A) = ( dx) to find the deflection at B in inches, e) Use...
Question 1 Use virtual work method to determine the deflection at point then sketch the deflected shape for the shown beam. E=29(103) ksi and and I=2000 in 12 k 2 k/ft B 30 ft 10 ft
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...
Use the virtual work method to find the deflection of the
cantlever beam A.
E-200GPa, I - 500x106 mm" 2/3 12 kN/m 10 m
E-200GPa, I - 500x106 mm" 2/3 12 kN/m 10 m