Pipe Formulas Pipe and Tube Equations - moment of inertia, section modulus, traverse metal area, external pipe surface and traverse internal area - imperial units.Normal Flange I-Beams Properties of normal flange I profile steel beams.Mild Steel - Square Bars Weight Typical weights of mild steel square bars.mass of object, it's shape and relative point of rotation - the Radius of Gyration. Mass Moment of Inertia The Mass Moment of Inertia vs.HE-M Steel Beams Properties of HE-M profile steel beams.HE-B Steel Beams Properties of HE-B profiled steel beams.HE-A Steel Beams Properties of HE-A profiled steel beams.Euler's Column Formula Calculate buckling of columns.Center of Gravity A body and the center of gravity.Center Mass Calculate position of center mass.Cantilever Beams - Moments and Deflections Maximum reaction forces, deflections and moments - single and uniform loads.British Universal Columns and Beams Properties of British Universal Steel Columns and Beams.Beams - Supported at Both Ends - Continuous and Point Loads Supporting loads, stress and deflections.Beams - Fixed at One End and Supported at the Other - Continuous and Point Loads Supporting loads, moments and deflections.Beams - Fixed at Both Ends - Continuous and Point Loads Stress, deflections and supporting loads.Area Moment of Inertia Converter Convert between Area Moment of Inertia units.Area Moment of Inertia - Typical Cross Sections II Area Moment of Inertia, Moment of Inertia for an Area or Second Moment of Area for typical cross section profiles.American Wide Flange Beams American Wide Flange Beams ASTM A6 in metric units.American Standard Steel C Channels Dimensions and static parameters of American Standard Steel C Channels.American Standard Beams - S Beam American Standard Beams ASTM A6 - Imperial units.Mechanics Forces, acceleration, displacement, vectors, motion, momentum, energy of objects and more.Beams and Columns Deflection and stress, moment of inertia, section modulus and technical information of beams and columns.the "Section Modulus" is defined as W = I / y, where I is Area Moment of Inertia and y is the distance from the neutral axis to any given fiber.
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