- #1

- 3

- 0

## Homework Statement

where

V = total shear force at the location in question;

Q =

__statical moment of area__;

t = thickness in the material perpendicular to the shear;

I =

__Moment of Inertia__of the entire cross sectional area.

based on this formula , the shear stress is max at the neutral axis of beam .... Why it is so ? Can someone prove me ?