Re: Download ideCAD Statik v10.20
Columns and shear walls are elements under the effect of biaxial bending and normal force.In other words, while determining the longitudinal reinforcement requirement according to the most unsuitable loading in the sections, the change in the axial pressure force also changes the moment capacity that the section can bear. .If you attach the project file, we can also examine if there is any problem with data entry. Good work"nitasltd":1453xtbu" said:In the projects I solved with the old version, for example, the reinforcements on the 25/175 curtain heads were decreasing as the floor increased. As the moments decrease, shouldn't the reinforcement ratio also decrease?