Thanks Sir , Why don,t we add gravity load (seismic load) in seismic definition (Statics) while executing Dynamic Analysis (Only just creates seismic definition(statics) without adding gravity load.) Another thing is why don,t we add load both RSX & RSZ (Response Spectrum Load Cases), we add load only for RSX and RSZ leaves as it is without applying load, Does Joint weight assign automatically to EQX & EQZ,(statics) and RSX & RSZ( Response Spectra) by means of Reference Load Definition ? Have Reference loads needed to be added to EQX....... RXZ load case separately ? What is the difference between Joint Weight and Mass.
Very Informative... Thanks...
Very informative sir
Thanks Sir , Why don,t we add gravity load (seismic load) in seismic definition (Statics) while executing Dynamic Analysis (Only just creates seismic definition(statics) without adding gravity load.)
Another thing is why don,t we add load both RSX & RSZ (Response Spectrum Load Cases), we add load only for RSX and RSZ leaves as it is without applying load, Does Joint weight assign automatically to EQX & EQZ,(statics) and RSX & RSZ( Response Spectra) by means of Reference Load Definition ? Have Reference loads needed to be added to EQX....... RXZ load case separately ? What is the difference between Joint Weight and Mass.
Pls do PEB crane load apply in Staad software
Ok
Please load video for analysis and design of shear wall in a multistorey RCC building
Only common points were discussed in video.. Many important points needs to be discussed.
If you want to know more about these points, inform us about them and we will also explain that points to you.
11:27 Reduce karne nahi he.. itna lena he MOI ka value..
Sir bridge design k video upload kro
Sir plzz provide part 2 2016
Ok
SCALE 1 is not clear
Bhai part 2 banao
It is a complete tutorial
Many things you are telling misguiding e.g 30%