Unlike static load case like DEAD & LIVE, in a dynamic load case, we are bothered about the magnitude of the masses and loads that are dynamically active on the structure, So it is suggested in STAAD syntax itself to keep it Positive.
merci beaucoup pour cette video.thanks.I had some problem to modelising structure in seismic load,and your video give me the response.my english is bad so excuse me.
Thanks, you made my day. May the Almighty continue to increase you in knowledge. Amin
Good, Soy estudiante de ingenieria en México, y esto me esta sirviendo mucho!
Disculpe por preguntarte soy también estudiante de ingeniería para q me sirve analizar de esta manera??
why floor load is taken in global X direction but yrange?
Hi Anand ,
Could you Explain why self weight applied along X & Z Directions , Not Y direction.
Hi bro ! Is this suitable for steel also? ..for transmission tower
i glad that you found this video useful. thank you for sharing..
OnlineCivilDigital sir plz upload more videos.
Hi anand. Only selfweight and dead load need to be considered for this anaylisis? How about live load?
Hi Anand.. Cud you please tell me why self weight has been applied in X direction.. Shouldn't it be in -Y direction ?
Unlike static load case like DEAD & LIVE, in a dynamic load case, we are bothered about the magnitude of the masses and loads that are dynamically active on the structure, So it is suggested in STAAD syntax itself to keep it Positive.
Hello Why floor load is taken as 3Kn/m2
merci beaucoup pour cette video.thanks.I had some problem to modelising structure in seismic load,and your video give me the response.my english is bad so excuse me.
hi..,please tell me for Live load add too TR analysis?
omg ? really ? the building moved because of silvers rayleigh's haoshoku haki