Answer is:
(4xr)/(3xPi)
Answer is:
5 kN-m
Answer is:
E=(9KC)/(3K+C)
Answer is:
Kennedy's method
Answer is:
A right-angled triangle with zero bending moment at free end and maximum bending moment at fixed end
Explanation:
If a cantilever beam is subjected to a point load at its free end, then its bending moment diagram will look like a right-angled triangle with zero bending moment at free end and maximum bending moment at fixed end.