Greatings everyone
I'm trying to get how roark in his book "formulas for stress and strain" got the stress equation for bending stresses in rectangular plates.
I noticed that the equation is composed of the moment formula divided by just T^2 so how did he arrive at this result.
I hope you can help me resolve this mystery.
Thanks in advance
I'm trying to get how roark in his book "formulas for stress and strain" got the stress equation for bending stresses in rectangular plates.
I noticed that the equation is composed of the moment formula divided by just T^2 so how did he arrive at this result.
I hope you can help me resolve this mystery.
Thanks in advance