F1=0N F2=150N F3=200N F4=0N F5=300N F6=350N
d1=d4=4m
d2=4m
d3=1m
r=0.3 m
If you solve this in less than 35 minutes, me and my friends will vote for you. (At least 5 votes)
Fi
F2
A-A
F6
d3
F3
d2
Section A-A
tp
di
Fs
E
B
1. Determine the normal and shearing stresses at point A and at point C. (50 pts)
2. Determine the principal stresses, principal planes, and maximum shearing stresses at point B and at point D. (20 pts)
3. Determine the equation of the elastic curve for portion E-F of the rod along the x-z plane. (20 pts)
4. Determine the deflection and slope along the x-z plane at point E. (10 pts)