AE 3120 Spring 2003 TEST # 1 Solutions
The above moments creates a normal stress distribution which can be shown as...
5 Pts
If we consider any section at
5 Pts
This stress distribution creates a total force F1 and F2 on each side of the element.
These forces can be found integrating the stress distribution over the face of the beam.
5 Pts
5 Pts
And stresses can be defined as...
5 Pts
5 Pts
If the force equilibrium in x-direction is performed...
5 Pts
And
5 Pts
Let
Then
5 Pts
5 Pts
5 Pts
At the section 1m from the tip C
5 Pts
Normal stress distribution
5 Pts
5 Pts
Q of a section at a distance y from the z axis is...
5 Pts
Shear stress distribution over the web is then
5 Pts
5 Pts
To make a check....
of the load is carried by the web.
Maximum normal stress....
5 Pts
5 Pts
Maximum shear stress...
5 Pts