Elastic Frame Buckling Analysis in SAP 2000

[@omoniyitope7826]

Nice video. Please how does this helps me to know where to place my plastic hinges for a pushover analysis??

[@bderosario]

Great video! Very clear and succinct, just the information I was looking for.

[@RickyGunawan95]

Nice video. By the way, what is the definition of the factor? is it the maximum load that causes 1)total frame buckling, or 2)one of the element reach buckling and then causes all the structures to buckle? Thank you!

[@lahirudulanchinthaka114]

Well explained

[@Arsi315]

RIP headphone users.. I m deaf now...

[@VarunSingla007]

haha Unfortunately I was in a bit of a hurry at that moment, so couldn't upload a more quiet version. But thanks for your comment. Hopefully, after reading it viewers would not be as surprised as you. :D

[@vlad_vlad279]

When i run buckling analysis for column, it doesn't show me deformed shape, why? (i did exactly what you did - thin it said warning- no modes were found!)

[@rolandFTW000]

Thanks for the video! I have a quick question though. If I had chosen the load case type to be Static as opposed to Buckling, how would that affect my results?

[@VarunSingla007]

I guess you'd get the results for the static load only.

[@zehra9499]

what if we divide vertical member into two or more?

[@equals5StaR]

This is a great video, except that i am now deaf since i had my headphones on and you started the animation.

[@salardelavarqashqai]

PERFECT

[@iulian12345]

nice video, but wow, the program sounds are REALLY LOUD!!

[@isaunlu557]

The analysis should be carried out by dividing frames into 4 or more parts to have accurate results. But thanks for the sharing.

[@iulian12345]

I think I woke up all the neighbors... :D