I am really stuck on part a.
For part b:
strain x = (1/19*10^9)(137000+.36*95000)
strain y =(1/19*10^9)(-95000-.36*137000)
Is this right?
For part c:
sigma xx'=(sigma x+sigma y)/2+(sigma x -sigma y)cos(2*28)/2+sigma xy sin(s*28)
sigma yy'=(sigma x+sigma y)/2-(sigma x -sigma y)cos(2*28)/2-sigma...
So I got a is elongation.
For part b and d, I am unsure where to start.
For c, i got compression
and for e, I put that the dotted line is the red block
I see another mistake. I am sorry.
So my equations are:
angular acceleration = a/r
.5MR^2*angular acceleration=T*R
mg-T=ma where a is defined as down
T = m(g-(angular acceleration/R))
Plug in second equation and solve for angular acceleration = (.5MR+(m/R))/mg
I realized I made a mistake:
So my equations are:
angular acceleration = a/r
.5MR^2=T*R
mg-T=ma where a is defined as down
So we get from the third equation:
T=m(g-a)
and the second equation:
T=.5MR
Set these equal to each other and solve for a:
a = g-(MR/2m) where big M is mass of cylinder...