Mam which method is most safetest method? For taller buildings, our codes are suggesting for an dynamic one, if we do by static method then what will happen mam?
@@Naik1920 As per IS 1893: 2016, static method is applicable only if the building is in zone II with regular geometry, when time period is less than 0.4 secs and the building height is less than 15m . If not, the code suggests to use dynamic method of analysis.
Why floor weight is 6.75 KN/m2 (i.e DL+LL=3.75+3=6.75) without any reduction in imposed load i.e 25% of 3KN/m2=0.75KN/m2. mentioned in table 10 of IS 1893-part 1-2016. isn't it supposed to be 3.75+.25x3=4.5 Floor weight. correct me if I am wrong.
In this videa i have seen three aspects. Whether for this model equivalent static method is applicable or not. For only zone II itis applicable. Another point is whether y direction design vertical coefficient is applied or not. Whether cracked moment of inertia is applicable or not for this method.
Please follow the steps below to fix the issue 1. Exit all running sessions of STAAD.Pro application. 2. Delete the folder C:\Users\\AppData\Local\Bentley\Engineering\STAAD.Pro CONNECT Edition\Default. Note that is to be replaced by actual user profile name. 3. Restart STAAD.Pro application. Thanks!
Very good and well done
Very nice..keep it up..
Very good professor , I request u to demonstrate response spectrum method
Sure.. Thank you for your suggestion!!
Mam which method is most safetest method? For taller buildings, our codes are suggesting for an dynamic one, if we do by static method then what will happen mam?
@@Naik1920 As per IS 1893: 2016, static method is applicable only if the building is in zone II with regular geometry, when time period is less than 0.4 secs and the building height is less than 15m . If not, the code suggests to use dynamic method of analysis.
Thanks you professor
Why floor weight is 6.75 KN/m2 (i.e DL+LL=3.75+3=6.75) without any reduction in imposed load i.e 25% of 3KN/m2=0.75KN/m2.
mentioned in table 10 of IS 1893-part 1-2016. isn't it supposed to be 3.75+.25x3=4.5 Floor weight. correct me if I am wrong.
In this videa i have seen three aspects. Whether for this model equivalent static method is applicable or not. For only zone II itis applicable. Another point is whether y direction design vertical coefficient is applied or not. Whether cracked moment of inertia is applicable or not for this method.
Madam how to resolve syntax error in SEM method
but i m unable to get any code in seismic definition what is the problem, i m using staad pro CE v22
Please follow the steps below to fix the issue
1. Exit all running sessions of STAAD.Pro application.
2. Delete the folder C:\Users\\AppData\Local\Bentley\Engineering\STAAD.Pro CONNECT Edition\Default. Note that is to be replaced by actual user profile name.
3. Restart STAAD.Pro application.
Thanks!
Why wall load has not been considered ?
Here only the process of adding loads has been shown. You can definitely add the wall load as member load.