I am currently setting up a spreadsheet to calculate strengths, stresses etc of prestressed beams and slabs. I have been instructed to have the option of whether or not to include the P/A component, as sometimes axial deformation cannot occur when the slab is say tied into stiff walls or frames...
I am currently setting up a spreadsheet to calculate strengths, stresses etc of prestressed beams ans slabs. I have been instructed to have the option of whether or not to include the P/A component, as sometimes axial deformation cannot occur when the slab is say tied into stiff walls or frames...
hey guys I am new to finite element analysis modelling and need to ask a basic question. Our company in the past has modelled elevated concrete slabs as a grillage of beams, and with a lot of tweaking accepteble results can be obtained. We are currently trialling the program SAFE, and comparing...
