- #1
greentlc
- 34
- 1
Recall that the bending moment, M, at a distance, x meters, from the fixed end of a cantilever beam is given in terms of the second derivative of the deflection, y, of the beam. Determine the deflection,y, of the beam at the free end of the beam. Assume that the beam is perpendicular to the wall at the fixed end of the beam.
Given equations:
M=EId2y/dx2
M= -12x2+96x-192
E = 222,000 N/m2
I = 0.275m4
My Attempt:
Integrate this function:
d2y = -12x2+96x-192/EI to get
dy=1/EI*(-4x3+48x2-192x+C)
I know I need to solve for the constant of integration, and then integrate the function once more to solve for y. I don't know what values to use for x and M. Is M(0)=0??
Any help is greatly appreciated
greentlc
[
Given equations:
M=EId2y/dx2
M= -12x2+96x-192
E = 222,000 N/m2
I = 0.275m4
My Attempt:
Integrate this function:
d2y = -12x2+96x-192/EI to get
dy=1/EI*(-4x3+48x2-192x+C)
I know I need to solve for the constant of integration, and then integrate the function once more to solve for y. I don't know what values to use for x and M. Is M(0)=0??
Any help is greatly appreciated
greentlc
[