Hi , Loved the video. Is there any way I can assign non lateral precast walls and columns? In my Project. I only want the shear walls to take seismic loads not the columns or walls.
HI Hurair, thanks! Yes, you can go to assign> stiffeness modifier> set f12 to a very small value like 0.01, select the non-stability shear walls and apply it to them. for columns, you can put them as pin top and bottom, but they will always attract a little bit of push and pull loads due to the slab. If you want to completely avoid this, then you need to assign the floor slabs as a membrane element and not a shell element. Hope that helps!
@@theglobalengineer9391 would be great to see some examples of precast. Looks like there is none on the internet. I asked CSI too and they said they don't have any precast examples. Can you let me know once you post any more precast examples?
Dear sir do you have precast design elements?
Hi ,
Loved the video. Is there any way I can assign non lateral precast walls and columns? In my Project. I only want the shear walls to take seismic loads not the columns or walls.
HI Hurair, thanks! Yes, you can go to assign> stiffeness modifier> set f12 to a very small value like 0.01, select the non-stability shear walls and apply it to them.
for columns, you can put them as pin top and bottom, but they will always attract a little bit of push and pull loads due to the slab. If you want to completely avoid this, then you need to assign the floor slabs as a membrane element and not a shell element.
Hope that helps!
Amazing sir
Aus standards?
Hi. Do you have any more precast analysis and design examples/videos?
Hi Ismail, not at the moment but I am working on few of them.
@@theglobalengineer9391 would be great to see some examples of precast. Looks like there is none on the internet. I asked CSI too and they said they don't have any precast examples. Can you let me know once you post any more precast examples?
@@ibaha411 did you find anything? i am really struggling with this.
@@SavasPapasokratis Naah I couldn’t find anything else.