{Flexion}

{Beam}

{Rectangular}

{Rectangular pipe}

{Circular}

{Circular pipe}

{Beam height}

mm

{Beam width}

mm

{Beam diam}

mm

{Beam thickness}

mm

{Moment of inertia}

mm⁴

{Characteristics}

{Beam length}

mm

{Material}
{Young's Modulus}

Gpa

{Density}

kg/m³

{Load} F

N

{Mounting}

{Encastré with point concentrated force}

{Encastré with point concentrated force}

{Encastré with distributed force}

{Encastré with distributed force}

{2 points concentrated force}

{2 points concentrated force}

{2 points distributed force}

{Results}

{Beam Length}		m
{Force f on beam}		N
{Linear q on beam}		N/m
{Young's modulus}		GPa
{Distance} a		m
{Moment of inertia}		mm⁴
{Max displacement}		mm
{Lowest point}		m