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 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...
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...