Hello Everyone, I have a 6 storey apartment that has a transfer Slab on the first floor.
The Transfer Slab is post tension concrete slab. So to work out the point load/line load that need to be transfer on this level, what do you guys normally do? I build the whole model including the transfer...
Guys. I have this simply structure: concrete wall on transfer beam as blow.
After running the model. I got this M3 diagram for frame as below.
If I change the membrane f12 stiffness of the wall to be say 0.01 I got the diagram that I expected.
So my question is which one is the correct...
I am looking for some advices on the projects I am working on now. Any input will be much appreciated.
There are two existing concrete wall on the corner as shown below. So my question is, if I connect the steel column to wall, with roof bracing, can I rely these two walls to resist wind load...
Hi Guys,
I am designing footings for a car port(portal frame). I have one pier under each column to the depth of say 3m. So the pier is gonna act as post footing to resist moment. Just wondering if reinforcement is needed in the pier? I am not confident on this.
Thanks:)
Hi Guys,
I have a question regarding the deflection of timber structures.
Lets say we have a timber floor beam and its deflection under dead load is 10mm and 5mm for live load.
So as per AS1720, what's its short term and load term deflection? I am confused by the creep factor j2.
Thank you guys :)
Hi guys.
I am doing one-way slabs and hope you can clean up my doubts about the one way shear in slab.
As they are one-way slabs I treat them as wide beams.
Normally it works fine but this time after carrying out the calculations the slabs fail in shear because of there are some huge point...
