Hi all,
I hope I can explain this well enough, here it goes.
I have modeled a pipeline using SAP2000 and have moment,shear, and axial forces along the frame element. I am trying to superimpose an internal pressure (a 3D model could do this, but I am trying to avoid that). At this point I have...
Anyone familiar with calculations for long term deflections of post tensioned slabs? Specifcally for a parking garage. ACI R9.5.4.3 mentions that the calculations are "complicated", which does not give me much confidence. Any references or something to point me in the right direction would be...