Hi Zeeshan,
If you can confirm one more thing - For shear wall design I am assigning "unifrom Reinforcing Section" for individual legs of "C" shape core walls and and General reinforcing section i.e actual section with columns at ends as boundry elements- For individual shear walls on Grid...
Thanks a Lot Zeeshan!!!
I will also be adding the overstrength FActor.
I agree the model needed lots of fixing - I was asked to work on the model in the middle of the project and had to run the analysis to meet deadlines - you know how clients are !!!!
Anayways, i'll go through the model and...
Hi Everybody,
I have attached the.e2k file.Its a huge model and it takes 4 hours to run on my Machine.
So it will be a good idea to Start the analysis run in evening and check back the next morning.
I have checked the model for gravity loading as well as equilibrium of vertical loads- the...
Hi Everybody,
I have just started working on Etabs.I am working on model of a 20 strorey Building in Seismic Zone 2.
After running the analysis i've found that even for pure vertical load cases i am getting lot of shear force (About 2500 kN) in shear walls.
I've checked the model for all...
