Cross sectional area of Column Web Stiffeners evaluator uses Cross Sectional Plate Area = (Computed Force-Column Yield Stress*Column Web Thickness*(Flange Thickness+5*Distance Between Flange and Web))/Stiffener Yield Stress to evaluate the Cross Sectional Plate Area, The Cross Sectional Area of Column Web Stiffeners formula is defined as the flanges or moment-connection plates for end connections of beams and girders are welded to the flange of an I- or H-shape column, a pair of column-web stiffeners having a combined cross-sectional area. Cross Sectional Plate Area is denoted by Acs symbol.
How to evaluate Cross sectional area of Column Web Stiffeners using this online evaluator? To use this online evaluator for Cross sectional area of Column Web Stiffeners, enter Computed Force (Pbf), Column Yield Stress (Fyc), Column Web Thickness (twc), Flange Thickness (tf), Distance Between Flange and Web (K) & Stiffener Yield Stress (Fyst) and hit the calculate button.