Seismic analysis of 8 story building Staad Pro | Building Design | civil engineering | online |

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[SaharimanKabir]

It's very clear and helping to all. Thanks for those videos.
Do we need to add DL & LL after assigning of seismic loads? Or it will calculate as a part of load combination.

[biplobhunia]

Why only those four load combinations u hv taken while designing foundation? Please explain that

[sangaybhutia]

In seismic definition, can you please elaborate on the loading. Why did you add only self weight and beam weight 2.25 kN/m?

[srikrishnamanooo]

Nice..bro



...do one more video on ..."how to read staad out put file "

[akashkrishna]

Please can you do a video on manual checking for the same

[trinadhnani]

Nice explanation sir. Sir please design g+15 rcc in Al seismic zones I have tried this there are 0 deflection are shown so please help me sir

[mohamedismail]

hello Sir

why may EQX AND EQZ deflection is not making movements SIR ?

[masum]

In every video you are assuming distance for column but in real planing every floor is different from other what will I do for this

[anonymouspro]

For the seismic & wind load condition why you shouldn't go with floor diaphragm ??
& In which condition it is necessary to use floor diaphragm ?

[vatsaljoshi]

Finally how can we conclude all things in one report of around 10-20 pages!!!

[nangrambai]

Sir
Pliz can you provide me the documents of the above building design

[sitharajaleel]

Sir why did u only define beams wt (2.25knm) while adding member weight without considering the other members weight? Does v need to add columns, slabs weight under member weight? Could you please clarify sir?

[sushantchavan]

Sir RCDC software ki free download par video rplz sir

[civilengineering]

Very fàst teaching. Not getting what is going on