Single Angle Stress Calculation
Single Angle Stress Calculation
(OP)
I have a structural steel textbook with one example for calculating the stresses in a single angle subject to flexure. I have about 75% of the information I need to understand the concept completely. I understand that you have to calculate the product of inertia in order to properly calculate stresses. Does anyone know of a good reference for clearly explaining how to calculate the product of inertia of a single angle with the leg in compression and tension?
All of this is before I even begin to tackle the AISC method of calculating allowable stresses.
Thanks
All of this is before I even begin to tackle the AISC method of calculating allowable stresses.
Thanks






RE: Single Angle Stress Calculation
RE: Single Angle Stress Calculation
If so, see any structural engineering text, "second moment of area"
another day in paradise, or is paradise one day closer ?
RE: Single Angle Stress Calculation
RE: Single Angle Stress Calculation
"It is imperative Cunth doesn't get his hands on those codes."
RE: Single Angle Stress Calculation
RE: Single Angle Stress Calculation
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Single Angle Stress Calculation
"It is imperative Cunth doesn't get his hands on those codes."
RE: Single Angle Stress Calculation
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.