Recent content by Robert-32

Hi, Why do I get more long-term deflection in Etabs 21 than in Safe 21?

Hello All, What is the easiest way to get quantity takeoff of concrete and rebars from etabs model? I found the Etabs duplicate the weight of drop panels and beams.

Hello Can anybody help regarding exporting floors from Etabs to Safe, ETABS stopped responding when trying to export from Etabs to Safe. Exporting base reactions works fine.

Hello Colleagues, Please advise about Voided Slabs like Cobiax instead of flat plates.

Dear Colleagues, Is there a way to set the minimum percentage of rebars in CSI Col to 1%?

Hello, Can anybody share a free spreadsheet for the design of shear walls?

Is it correct to consider the shear at the face of the column? or neglect it and look at D away?

Hello After looking at the flexural reinforcement required in design strips, does anybody look at the required shear reinforcement of the same?

I just figured out that it is ACI 318-14 code that is used in CSI Safe. Any explanation?

Thank you HTURKAK.

Dear Colleagues, Is it preferable to make the raft of different thicknesses, under the Podium, cores, and columns? Or just do it in one thickness neglecting the cost efficiency?

Thank you very much Sticksandtiangles.

ACI 318-19

Dear Colleagues, Looking at the design of a strip in MAT there is one way shear reinforcement required. Is this normal?

Dear Colleagues, Do you know a good reference for the detailing of reinforcement of shear walls and core walls, especially lateral links? Thank you