- #1
bandramir.raj
- 2
- 0
The actual deflection formula:
v= wx(Lx2-x3-L3)
EI 12 24 24 24
requires me to consider load then shear, bending moment, slope and finally deflection.
Is there any way it can be found directly without considering the above?
v= wx(Lx2-x3-L3)
EI 12 24 24 24
requires me to consider load then shear, bending moment, slope and finally deflection.
Is there any way it can be found directly without considering the above?