Problem #3 GIVEN: E 29,000 ksi 1 1000 in IOR 40K 15 33.3K 6.1K FIND: Find...
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.
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) 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.
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...
I= 940 in^4; E= 29050 ksi. Values for a= 9 and c= 7; please
help!!
Problem #1 The Moment of Inertia I = (900 + 5 b) in^ and Modulus of Elasticity E = (29,000 + 50 d) ksi. Determine the vertical deflection at point B on the beam. (Note: Provide your answer in units of inches using 3 significant digits of accuracy.) (1 + a) kips/ft C! A B |--(4+ c) ft- (10 + C) ft
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...
Curious on this question.
For the steel bars (E = 29,000 ksi) and loading shown, determine the vertical displacement at point A. Assume that P = 46.4 kips and both areas have a cross section area A 1.5 in. Report your answer in inches to three decimal places and place your answer in the box below 2 ft 1.5 ft 15 ft
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...
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi and I- 600 in a) Use the stiffness method to find the rotation at node 1. b) Determine the unknown reactions using the force-displacement relationships. c) Draw the shear and moment diagrams for the beam. 12 k 2