Base of Triangular Section given Shear Stress at Neutral Axis evaluator uses Base of Triangular Section = (8*Shear Force)/(3*Shear Stress at Neutral Axis*Height of Triangular Section) to evaluate the Base of Triangular Section, The Base of Triangular Section given Shear Stress at Neutral Axis is defined as base of triangular stress profile of any section when shear stress at neutral axis of profile is already provided. Base of Triangular Section is denoted by btri symbol.
How to evaluate Base of Triangular Section given Shear Stress at Neutral Axis using this online evaluator? To use this online evaluator for Base of Triangular Section given Shear Stress at Neutral Axis, enter Shear Force (V), Shear Stress at Neutral Axis (τNA) & Height of Triangular Section (htri) and hit the calculate button.