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Hi sir ,where you Designed the failed beams and columns im not undestood can you explain it ,you directly entered to detailing but where designg of failed members
I will make a video on it hold for some time
Hi sir why did you take slab as shell thin??why not membrane??
You can also take as membrane but in this version if we take membrane slab design will not get that is the reason i was taken shell
You mean we can't design if we consider the slab as membrane?? Please explain it sir .thanks
you are jinius pleas prepare acotrding to eurocode
I do soon
Hii sirIs their any job vacancies in staadpro or etabs as fresher
No yar currently if any i will post in community tab
How to download csi detailng software
please pin to my mail once
Hi sir ,where you Designed the failed beams and columns im not undestood can you explain it ,you directly entered to detailing but where designg of failed members
I will make a video on it hold for some time
Hi sir why did you take slab as shell thin??why not membrane??
You can also take as membrane but in this version if we take membrane slab design will not get that is the reason i was taken shell
You mean we can't design if we consider the slab as membrane?? Please explain it sir .thanks
you are jinius pleas prepare acotrding to eurocode
I do soon
Hii sir
Is their any job vacancies in staadpro or etabs as fresher
No yar currently if any i will post in community tab
How to download csi detailng software
please pin to my mail once