Thanks for the video. When should I consider long term analysis? Coz Whenever I perform long term analysis, (i count the partition wall loads beside the live load and super dead), found much conservative values ( thickness is much higher) for the slab if I compare it to the deflection limit value L/240.
I have an query.. please answer..in structural engineering job or design job ...do we need spend time in the field as well or we need to spend time only in the office???
@@hirendesai5634 Property modifiers are given for lateral forces.. For vertical deflection it is not required. We are already considering time-dependent behaviour of the section.
@@hirendesai5634 The creep and shrinkage factor. By default SAFE/ETABS considers these properties from CEB-FIP. You can refer CEB-FIP90 or CEB-FIP2010 or ACI209R
@Sandip Deb, first of all thanks for video, we should have this knowledge sharing things. My question is that Do we have this things mentioned in Indian Code or the other way round How this is done according to Indian context..?
While defining sesmic load pattern, there are 3 options for time period ,which one we should take, user defined or program calculated in etabs
@@BhavinKumar-gt4yi Refer the course here for detailed explanations of things like that- www.ilustraca.in/courses/157431
This may help u
For long term analysis Modulus of rupture value which will be taken
Thanks for the video.
When should I consider long term analysis? Coz Whenever I perform long term analysis, (i count the partition wall loads beside the live load and super dead), found much conservative values ( thickness is much higher) for the slab if I compare it to the deflection limit value L/240.
I have an query.. please answer..in structural engineering job or design job ...do we need spend time in the field as well or we need to spend time only in the office???
@@Juhi30186 Both, depends on seniority or job profile. Design jobs are 99% office centric.
Informative
While calculating immediate deflection property modifiers used?
@@hirendesai5634 Property modifiers are given for lateral forces.. For vertical deflection it is not required. We are already considering time-dependent behaviour of the section.
@@ilustraca which are the time dependent properties and where we are giving as an input from user?
@@hirendesai5634 The creep and shrinkage factor. By default SAFE/ETABS considers these properties from CEB-FIP.
You can refer CEB-FIP90 or CEB-FIP2010 or ACI209R
Shall we need to give property modifiers? If yes there values
@@hirendesai5634 Answer is in your first comment.
@Sandip Deb, first of all thanks for video, we should have this knowledge sharing things.
My question is that Do we have this things mentioned in Indian Code or the other way round How this is done according to Indian context..?
@@vaibhavsengar3646 will explain the theoritical context soon