Problem #3 GIVEN: E = 29,000 ksi I = 1000 in4 OK 40K 15 33.3K 6.7K...
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.
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
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
2. Use the double integration method to solve for the requested quantities. (Use whatever coordinate system you desire for the generation of the equations. You will then use your equations to solve for the quantities at the specific locations.) (20pts) Determine for 6, and where E-1.99-10° psi and 950 in' 1 klf EI 15 ft 5 ft 3. Use the virtual work method to determine the deflection of each of the joints indicated. E ksi. Find ΔΕΧ and Bar areas:...
volume of an object as a function of time is calculated by V-Ap+B/t, where t is time r 10. The volume of in V is e asured in seconds and V is in cubic meters. Determine the dimension of the constants 4 and B a) A [m's'] and B [m/s b) A m/s'] and B [m/s) c) A (n'/s) and B (m%) d) A[m'] and B [m e) A [1/s)] and B [1/s] Problem 1 Determine the slope and deflection...