1. when and why do we need to assign different diaphragm for different floors? 2.we don't have shell element on the ground floor except rising stair and yet you assigned diaphragm, can you elaborate me about please. 3. while defining mass source, doesn't the program consider additional load if we check only "specified load pattern" THANKS
dear Abdulzahir. to check the eccentricity we need the center of rigidity and that obtains when define diaphragm, that is why I have defined diaphragm in ground floor.
@@ehsantutorials5020 what about the purpose or advantage of assigning different diaphragm for each floor rather than assigning a single D for all floors
@@abdulzahiraliyi8675 Some designers just select all the frame members (Ctrl+All) of all the stories and apply single diaphram. But I don't know when method is correct.
@@ehsantutorials5020 Sir do make it as detailed series with sp 34 guidelines explanation with audio in ur voice so that we can understand detailing of all the structural members of this same residential building
Why dont you model the beam supporting the landing slabs?
1. when and why do we need to assign different diaphragm for different floors?
2.we don't have shell element on the ground floor except rising stair and yet you assigned diaphragm, can you elaborate me about please.
3. while defining mass source, doesn't the program consider additional load if we check only "specified load pattern"
THANKS
dear Abdulzahir.
to check the eccentricity we need the center of rigidity and that obtains when define diaphragm, that is why I have defined diaphragm in ground floor.
No the program does not consider additional loads.
@@ehsantutorials5020 what about the purpose or advantage of assigning different diaphragm for each floor rather than assigning a single D for all floors
@@abdulzahiraliyi8675 Some designers just select all the frame members (Ctrl+All) of all the stories and apply single diaphram. But I don't know when method is correct.
Amazing video keep it up 👍🏻
Ctrl+All and apply D1 to all of the frame. This way sloping stairs will also come into diaphram. Kya aisa theak rahe ga?
can you share how to add pitch roof ( wooden truss/ steel tube truss with CGI sheet covering) loads on structure??
why you are not assigned the IS code for sesmic & wind load ?
U r the best
thanks dear
Sir can u make video of full autocad detailing of structural members of this residential building
I will make a video about detailing in of structural members in Autocad
@@ehsantutorials5020 Sir do make it as detailed series with sp 34 guidelines explanation with audio in ur voice so that we can understand detailing of all the structural members of this same residential building
How could get trial version of tgis software
Why no speech, only music?. If some explanation was given it will be better for etabs beginners sir.
Sorry sir don't mistake me.....
Trying to share the videos with explanation and talking.