|
This is an attempt to show comparative material characteristics by illustrating their stiffness while also considering overall weight. Deflection at the unsupported end: the formula is: Wl3/3EI Where: |
|
| W =Load lbs | l = Distance in inches |
| E = Modulus of elasticity | I = Moment of Inertia in4 |
|
Carbon fiber classifications: (Ref: Steel has a modulus of 30,000,000 psi)
![]() |
|
|
jobst incorporated |