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