- #1
julian89
- 1
- 0
1. The scenario is the same as this (with a circular cross section):
http://upload.wikimedia.org/wikipedia/commons/c/cf/Poutre_flexion_deviee.svg
2. Do I simply calculate the stresses from each bending moment and add them together? Or take the resultant vector and calculate stresses with the 'new' moment?
http://upload.wikimedia.org/wikipedia/commons/c/cf/Poutre_flexion_deviee.svg
2. Do I simply calculate the stresses from each bending moment and add them together? Or take the resultant vector and calculate stresses with the 'new' moment?