- #1
hushish
- 29
- 0
Hi,
I desperately need help to solve the following differential equation for buckling of a beam with a uniform axially applied force and a point force:
∂y(x)2/∂x2+(P+Q.x).y(x)=0
Where P and Q are constants. P is known and Q is the critical axial uniform force (N/mm) that will cause buckling.
Regards and thanks,
Hushish
I desperately need help to solve the following differential equation for buckling of a beam with a uniform axially applied force and a point force:
∂y(x)2/∂x2+(P+Q.x).y(x)=0
Where P and Q are constants. P is known and Q is the critical axial uniform force (N/mm) that will cause buckling.
Regards and thanks,
Hushish