dear sir/ madam
I got the stress pattern of a Transfer plate(a thick concrete plate used to rest the upper column of building to get open space at the below it) which was modeled in ansys by concrete 65 only. Now how can i design the reinforcement?
we know T = stress * area
again T = steel...
Hi
I have make some experiment on it after that post. I use *VEDIT command at graphical mode and see the table.. Last code did not show exact table ....I make some correction
Instade of this:
*DIM,EXAMPLE,TABLE,10,2,1,X,Z,PRESSURE,0
*TAXIS,EXAMPLE(0,1,1),1,10,20,30,40,50,60,70,80,90,100...
Hi
I am going to create a moment on a solid column. so i just convert the moment in to 3-d stress. Now i need to input 3-d stress by using [SFA]commend. In graphical mode after creating solid model >Solution>Define Load>Apply >structural>Pressure>On area>select area> New table>name>table...
Thanks again
http://dsa10.fileflyer.com/d/9d1d4c4f-5274-4843-a2f0-92cc78579ba5/38a5/t85a2B7/TransferPlate-test.EDB
This is a test model of a transfer plate at the 1st floor of the 2 storied building.Here middle column of 1st floor were omitted in ground floor(to get a free space).
Problem is...
Thanks slickdeals
I don't know how shell elements can solve this. Slab isn't one kind of shell element ?
Actually I would like to explain my problem in details.I use Etabs 8.5.0 nonlinear version. Here in GUI options are available to me and from grid and different view, Beam, column,slab...
Hi
I am going to analyse a high-rise building with transfer plate system in context of earthquake by Etabs. Here I face a problem that is connection of Transfer plate and column which is omitted below(to get a higher spacing of column below transfer plate). If I use beam with the plate/slab it...
