Using the integration method, solve for the deflection and slope at x=2. E is given as 200 Gpa and I=65*10^6 mm^4
Using the integration method, solve for the deflection and slope at x=2. E is given as...
2. (8 points) Use Integration method, determine the slope and deflection at x = 2 m from the support. E=200 GPa and I=65x10 mm 1
2. (8 points) Use Integration method, determine the slope and deflection at x = 2 m from the support. E=200 GPa and I=65x10 mm LOKN → +
The solution is simple with the MDSOLID graphic
Example: Find the maximum deflection (max) And slope (0) at (x3 m) 10 KN Use: I 24x10 mm E=200 GPa y(6)-O B 3 m 3m Ryy R 10 KN Deflection y(x) R RM
Example: Find the maximum deflection (max) And slope (0) at (x3 m) 10 KN Use: I 24x10 mm E=200 GPa y(6)-O B 3 m 3m Ryy R 10 KN Deflection y(x) R RM
(3) Use the method of virtual work to determine the slope and the yertical deflection at (10 points) point C 120 kN m 100 kN A В 6 m 3m 21 E constant 70 GPa I = 500 (106) mm
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:...
Determine the equations for deflection (y) and slope (0) as a function of x for the beam below. What is the deflection at A and the slope at A when E = 200 GPa and I = 65.0 (109) mm“? 10 KN 10 kN m
Solve using Virtual work method
P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: 146 x 106 mm, E 200 GPa. Treat rocker at E as a roller P 18 kN 21 P8.24
P8.24. Compute the deflection at midspan of the beam in Figure P8.24. Given: 146 x 106 mm, E 200 GPa. Treat rocker at E as a roller P 18 kN 21 P8.24
1-
solve this problem using slope deflection method.
2- solve the same problem consedring support A as a simple
support.
1. Solve HW4 using slope-deflection method. HW 4 (DUE 9/20/19) ΕΙ ET
Using equation 3 please find the deflection value with the
variables given. Be careful with units please.
P= 10.07 Newtons
L= 953.35 mm
x= 868.363 mm
E= 72.4 GPa
Iy= 5926.62 mm^4
The maximum deflection, WMAX of the cantilever beam occurs at the free end. The magnitude of the deflection may be derived by solving the differential equation: d'w M,(x) P (L-x) eq. 1 dr EI EI where E and Iy are the modulus of elasticity and moment of inertia...
9. For the beam loaded and supported as shown in Figure (see Week 4), use the integration method to determine (a) The equation of the elastic curve using the xi and x2 coordinates (b) The slope at A. (c) The deflection at C Take E 200 GPa and1- 4 x 108 mm4 30 kN 20 kNm 4 m 2 m
9. For the beam loaded and supported as shown in Figure (see Week 4), use the integration method to determine...