ce.mesutergul
New Member
There are differences between the total building weight given by idecad and sta4cad. this affects the total earthquake load. do you know why?
thank you very much. The main difference is that idecad assigns the distributed load to the clean openings of the slab whereas other programs transfer the load from axle to axle."HakanŞahin":3uvb6tco" said:sample calculation for total G and Q in ideCAD is attached:
If there is no wall load on the beam, we enter that value in the live load line in the beam settings."ce.mesutergul":158kjqqd" said:thank you so much. In summary, the main difference between sta4cad-etabs programs and idecad is that idecad gives the distributed load to the clean openings of the floor, while other programs transfer load from axle to axle"HakanŞahin":158kjqqd" said:A sample calculation for total G and Q in ideCAD is attached: