Moment of Inertia of Section given Shear Stress at Junction of Top of Web evaluator uses Moment of Inertia of Area of Section = (Shear Force on Beam*Width of Beam Section*(Outer Depth of I section^2-Inner Depth of I Section^2))/(8*Shear Stress in Beam*Thickness of Beam Web) to evaluate the Moment of Inertia of Area of Section, The Moment of Inertia of Section given Shear Stress at Junction of Top of Web formula is defined as a measure of the tendency of an object to resist changes in its rotation, calculated in terms of the shear stress at the junction of the top of the web, providing insights into the structural integrity of I-section beams. Moment of Inertia of Area of Section is denoted by I symbol.
How to evaluate Moment of Inertia of Section given Shear Stress at Junction of Top of Web using this online evaluator? To use this online evaluator for Moment of Inertia of Section given Shear Stress at Junction of Top of Web, enter Shear Force on Beam (Fs), Width of Beam Section (B), Outer Depth of I section (D), Inner Depth of I Section (d), Shear Stress in Beam (𝜏beam) & Thickness of Beam Web (b) and hit the calculate button.