How to Calculate Computed Load given Cross-Sectional Area of Column Web Stiffeners?
Computed Load given Cross-Sectional Area of Column Web Stiffeners calculator uses Computed Force = (Cross Sectional Plate Area*Stiffener Yield Stress)+(Column Yield Stress*Column Web Thickness*(Flange Thickness+5*Distance Between Flange and Web)) to calculate the Computed Force, The Computed Load given Cross-Sectional Area of Column Web Stiffeners formula is defined as the computed load which it can carry 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. Computed Force is denoted by Pbf symbol.
How to calculate Computed Load given Cross-Sectional Area of Column Web Stiffeners using this online calculator? To use this online calculator for Computed Load given Cross-Sectional Area of Column Web Stiffeners, enter Cross Sectional Plate Area (Acs), Stiffener Yield Stress (Fyst), Column Yield Stress (Fyc), Column Web Thickness (twc), Flange Thickness (tf) & Distance Between Flange and Web (K) and hit the calculate button. Here is how the Computed Load given Cross-Sectional Area of Column Web Stiffeners calculation can be explained with given input values -> 1000.004 = (20*50000000)+(50000000*0.002*(0.015+5*0.005)).