Extreme Torsional Irregularity
Extreme Torsional Irregularity
(OP)
Hello All,
Can I neglect extreme torsional irregularity if my overall building sway in the model is in withing prescribed limits? The building has masonry shear walls. Due to arch constraints, I am unable to move the center of rigidity of the building to keep the torsion in control. Any input would be really appreciated.
Thanks,
RS
Can I neglect extreme torsional irregularity if my overall building sway in the model is in withing prescribed limits? The building has masonry shear walls. Due to arch constraints, I am unable to move the center of rigidity of the building to keep the torsion in control. Any input would be really appreciated.
Thanks,
RS






RE: Extreme Torsional Irregularity
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: Extreme Torsional Irregularity
RE: Extreme Torsional Irregularity
RE: Extreme Torsional Irregularity
RS