sonsamuray
New Member
How many axes do you think should be defined on a triangular geometric basis? Is my model correct?
You do not have permission to view link
Log in or register now.
My suggestions: --If the axis of the calculation is between each column, --enter the soil loads in the basement floor, --Check the Live loads of the slabs on the I axis in the basement floor, (0.35 t/m2) at the bottom, --Finite element widths in the final calculation of slab, curtain, raft at 25 cm, --Semi-rigid diaphragm calculation, if there is no error --Two loading conditions Mark the calculation method (4.8.5.4.8.5.2 ...) and solve (There is no error in the calculation made except for soil loads.) Ünver ÖZCAN"sonsamuray":3snvoxjp" said:How many axes should be defined on a triangular geometric basis? I wonder if my model is correct?
"sonsamuray":nlii15hq" said:How many axes should be defined on a triangular geometric basis? I wonder if the model I made is correct?You do not have permission to view link Log in or register now.