Great video sir. Please when I model shearwall in staadpro v8i and open file in RCDC I don't see the shearwalls. I have modelled using surface, mesh but still can't see it. but it's done with staadpro connect edition. Is it that shearwalls can't be transferred to rcdc from staadpro v8i. What I'm I missing?
Thanks, this is a genuine problem and I am also trying to find a solution to this. But for design you can use the area of steel in Staad, it's not convenient but will get the job done
Generally we take 0.5m divisions but you can take as you like. Finer gives more accurate results but analysis takes longer plus you should pay special attention to stress calculation considering mesh sizes.
One solution is to design the building separately with those beams and ensuring that it's safe. Though it's not a very efficient way but it will get the job done.
For calculating spacing you should divide 1000 by number of bars and not spacing between since in the next 1m too there will be same no.of bars and your analogy will lead to 2 bars at the same common edge location. Draw once you'll understand. But good video nonetheless. 👍
where is the loads on roof over shear wall panel?
Great video sir. Please when I model shearwall in staadpro v8i and open file in RCDC I don't see the shearwalls. I have modelled using surface, mesh but still can't see it. but it's done with staadpro connect edition. Is it that shearwalls can't be transferred to rcdc from staadpro v8i. What I'm I missing?
Thanks, this is a genuine problem and I am also trying to find a solution to this. But for design you can use the area of steel in Staad, it's not convenient but will get the job done
Good Day Sir, how do you determine the default number of divisions of boundary edges?
Generally we take 0.5m divisions but you can take as you like. Finer gives more accurate results but analysis takes longer plus you should pay special attention to stress calculation considering mesh sizes.
Deleting floor beams the floor load will not come on walls, how will you cope with that?
One solution is to design the building separately with those beams and ensuring that it's safe. Though it's not a very efficient way but it will get the job done.
It is not necessary to model beams to transfer loads unless you need a concealed/embedded beam.
For calculating spacing you should divide 1000 by number of bars and not spacing between since in the next 1m too there will be same no.of bars and your analogy will lead to 2 bars at the same common edge location. Draw once you'll understand. But good video nonetheless. 👍
True
what about moment release
It depends on how you detail reinforcement at the connection. You may or may not release in certain other situations.