Shear Stress at Section
Shear stress at section is the internal force per unit area acting parallel to the cross-section of a material arises from shear forces, that act along the plane of the section.
Symbol: 𝜏
Measurement: PressureUnit: MPa
Note: Value should be greater than 0.
Shear Force at Section
Shear force at section is the algebraic sum of all the vertical forces acting on one side of the section representing the internal force that acts parallel to the cross-section of the beam.
Symbol: V
Measurement: ForceUnit: kN
Note: Value can be positive or negative.
Area of Section above Considered Level
Area of section above considered level is the area of a section of a beam or other structural member that is above a certain reference level, used in calculations of shear stress and bending moments.
Symbol: Aabove
Measurement: AreaUnit: mm²
Note: Value should be greater than 0.
Distance to CG of Area from NA
Distance to CG of Area from NA is a distance helps in determining the distribution of stresses within a beam or any structural element.
Symbol: ȳ
Measurement: LengthUnit: mm
Note: Value should be greater than 0.
Moment of Inertia of Area of Section
Moment of inertia of area of section is a geometric property that measures how a cross-section’s area is distributed relative to an axis for predicting a beam’s resistance to bending and deflection.
Symbol: I
Measurement: Second Moment of AreaUnit: m⁴
Note: Value should be greater than 0.
Beam Width at Considered Level
Beam width at considered level is the width of a beam at a specific height or section along its length analyzed for the load distribution, shear forces, and bending moments within the beam.
Symbol: w
Measurement: LengthUnit: mm
Note: Value should be greater than 0.