SAP2000 buckling Pcr
SAP2000 buckling Pcr
(OP)
Hello friends,
Do not forget to divide buckling members to divide into more then 2 parts (4 is good) to get the actual Pcr.
and i expect you have already choosen the load case as "buckling" from drop-down menu :)
Any comments?
I will be glad if you have any documents about calculation of mill buildings which carry overhead cranes.
Best regards,
Do not forget to divide buckling members to divide into more then 2 parts (4 is good) to get the actual Pcr.
and i expect you have already choosen the load case as "buckling" from drop-down menu :)
Any comments?
I will be glad if you have any documents about calculation of mill buildings which carry overhead cranes.
Best regards,





RE: SAP2000 buckling Pcr
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...