Nishan Poojary
Shri Madhwa Vadiraja Institute of Technology and Management (SMVITM), Udupi
Nishan Poojary has created this Calculator and 400+ more calculators!
Vaibhav Malani
National Institute of Technology (NIT), Tiruchirapalli
Vaibhav Malani has verified this Calculator and 100+ more calculators!

11 Other formulas that you can solve using the same Inputs

Maximum Stress For Short Beams
Maximum stress at crack tip=(Axial Load/Cross sectional area)+((Maximum Bending Moment*Distance from the Neutral axis)/Moment of Inertia) GO
Cross-Sectional Area when Maximum Stress For Short Beams is Given
Cross sectional area=Axial Load/(Maximum stress at crack tip-(Maximum Bending Moment*Distance from the Neutral axis/Moment of Inertia)) GO
Axial Load when Maximum Stress For Short Beams is Given
Axial Load=Cross sectional area*(Maximum stress at crack tip-(Maximum Bending Moment*Distance from the Neutral axis/Moment of Inertia)) GO
Strain Energy if moment value is given
Strain Energy=(Bending moment*Bending moment*Length)/(2*Elastic Modulus*Moment of Inertia) GO
Section Modulus
Section Modulus=(Moment of Inertia)/(Distance from the Neutral axis) GO
Latus rectum of an ellipse when focal parameter is given
Latus Rectum=Focal parameter of an ellipse*Eccentricity GO
Semi-latus rectum of an ellipse when eccentricity is given
Semi-latus rectum=Semi-major axis*(1-(Eccentricity)^2) GO
Linear eccentricity of an ellipse when eccentricity and semimajor axis are given
Linear Eccentricity=(Eccentricity*Semi-major axis) GO
Linear eccentricity of ellipse when eccentricity and major axis are given
Linear Eccentricity=Eccentricity*Major axis GO
Directrix of an ellipse(a>b)
Directrix=Major axis/Eccentricity GO
Directrix of an ellipse(b>a)
Directrix=Major axis/Eccentricity GO

11 Other formulas that calculate the same Output

Bending stress due to eccentricity about x-x axis in terms of eccentric load on column
Bending Stress=(Eccentric load on column*Eccentricity of the load about x-x axis*Distance of load point from y axis)/(Moment of Inertia about x-x axis) GO
Bending stress due to eccentricity about y-y axis in terms of eccentric load on column
Bending Stress=(Eccentric load on column*Eccentricity of the load about y-y axis*Distance of load point from y axis)/(Moment of Inertia about y-y axis) GO
Bending stress at outer fiber
Bending Stress=(Bending moment*Distance from outer fiber and neutral axis)/(Area of cross section*Eccentricity*Radius of outer fiber) GO
Bending stress at inner fiber
Bending Stress=(Bending moment*Distance from inner fiber an neutral axis)/(Area of cross section*Eccentricity*Radius of inner fiber) GO
Bending stress due to eccentricity about x-x axis
Bending Stress=(Moment of load about x-x axis*Distance of load point from x axis)/(Moment of Inertia about x-x axis) GO
Bending stress due to eccentricity about y-y axis
Bending Stress=(Moment of load about y-y axis*Distance of load point from y axis)/(Moment of Inertia about y-y axis) GO
Bending Stress Caused Due to the Bending Moment
Bending Stress=Bending moment*Distance of Point in Weld to Neutral Axis/Moment of Inertia of Weld about Neutral Axis GO
Bending stress in terms of eccentric load and eccentricity
Bending Stress=(6*Eccentric load on column*Eccentricity of the load)/(Depth of column*(Width of column^2)) GO
Bending stress in terms of moment due to load
Bending Stress=(6*Moment due to eccentric load)/(Depth of column*(Width of column^2)) GO
Stress due to bending moment
Bending Stress=(Bending moment*Distance from neutral axis)/Area Moment Of Inertia GO
Bending Stress
Bending Stress=Bending moment*Distance from the Neutral axis/Moment of Inertia GO

Bending stress at a fiber Formula

Bending Stress=(Bending moment*Distance from the Neutral axis)/(Area of cross section*(Eccentricity)*(Radius of neutral axis-Distance from neutral axis))
𝛔<sub>b</sub>=(M*y)/(A*(e)*(RN-y))
More formulas
Shear Yield Strength By The Maximum Distortion Energy Theory GO
Shear Yield Strength by Maximum Shear Stress Theory GO
eccentricity between central and neutral axis GO
Bending stress at inner fiber GO
Bending stress at outer fiber GO

What is bending stress...?

Bending stress is the normal stress that an object encounters when it is subjected to a large load at a particular point that causes the object to bend and become fatigued. Bending stress occurs when operating industrial equipment and in concrete and metallic structures when they are subjected to a tensile load.

How to Calculate Bending stress at a fiber?

Bending stress at a fiber calculator uses Bending Stress=(Bending moment*Distance from the Neutral axis)/(Area of cross section*(Eccentricity)*(Radius of neutral axis-Distance from neutral axis)) to calculate the Bending Stress, The Bending stress at a fiber formula is defined by the formula σb = ( Mb * y) / ( A * e * (Rn - y), where Mb is the bending moment y is the distance between the stress acting point and the neural axis. A is the cross-sectional area Rn is the radius of the neutral axis . Bending Stress and is denoted by 𝛔b symbol.

How to calculate Bending stress at a fiber using this online calculator? To use this online calculator for Bending stress at a fiber, enter Bending moment (M), Distance from the Neutral axis (y), Area of cross section (A), Eccentricity (e), Radius of neutral axis (RN) and Distance from neutral axis (y) and hit the calculate button. Here is how the Bending stress at a fiber calculation can be explained with given input values -> 0.05787 = (50*0.05)/(48*(0.1)*(10-1)).

FAQ

What is Bending stress at a fiber?
The Bending stress at a fiber formula is defined by the formula σb = ( Mb * y) / ( A * e * (Rn - y), where Mb is the bending moment y is the distance between the stress acting point and the neural axis. A is the cross-sectional area Rn is the radius of the neutral axis and is represented as 𝛔b=(M*y)/(A*(e)*(RN-y)) or Bending Stress=(Bending moment*Distance from the Neutral axis)/(Area of cross section*(Eccentricity)*(Radius of neutral axis-Distance from neutral axis)). The Bending moment is the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend, The Distance from the Neutral axis is the distance from the neutral axis to any given fiber, Area of cross section is the enclosed surface area, product of length and breadth. , Eccentricity of an ellipse is a non-negative real number that uniquely characterizes its shape, Radius of neutral axis is the radius of the central axis and The Distance from neutral axis value.
How to calculate Bending stress at a fiber?
The Bending stress at a fiber formula is defined by the formula σb = ( Mb * y) / ( A * e * (Rn - y), where Mb is the bending moment y is the distance between the stress acting point and the neural axis. A is the cross-sectional area Rn is the radius of the neutral axis is calculated using Bending Stress=(Bending moment*Distance from the Neutral axis)/(Area of cross section*(Eccentricity)*(Radius of neutral axis-Distance from neutral axis)). To calculate Bending stress at a fiber, you need Bending moment (M), Distance from the Neutral axis (y), Area of cross section (A), Eccentricity (e), Radius of neutral axis (RN) and Distance from neutral axis (y). With our tool, you need to enter the respective value for Bending moment, Distance from the Neutral axis, Area of cross section, Eccentricity, Radius of neutral axis and Distance from neutral axis and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Bending Stress?
In this formula, Bending Stress uses Bending moment, Distance from the Neutral axis, Area of cross section, Eccentricity, Radius of neutral axis and Distance from neutral axis. We can use 11 other way(s) to calculate the same, which is/are as follows -
  • Bending Stress=Bending moment*Distance from the Neutral axis/Moment of Inertia
  • Bending Stress=(Bending moment*Distance from neutral axis)/Area Moment Of Inertia
  • Bending Stress=(Bending moment*Distance from inner fiber an neutral axis)/(Area of cross section*Eccentricity*Radius of inner fiber)
  • Bending Stress=(Bending moment*Distance from outer fiber and neutral axis)/(Area of cross section*Eccentricity*Radius of outer fiber)
  • Bending Stress=(6*Eccentric load on column*Eccentricity of the load)/(Depth of column*(Width of column^2))
  • Bending Stress=(6*Moment due to eccentric load)/(Depth of column*(Width of column^2))
  • Bending Stress=(Moment of load about x-x axis*Distance of load point from x axis)/(Moment of Inertia about x-x axis)
  • Bending Stress=(Eccentric load on column*Eccentricity of the load about x-x axis*Distance of load point from y axis)/(Moment of Inertia about x-x axis)
  • Bending Stress=(Moment of load about y-y axis*Distance of load point from y axis)/(Moment of Inertia about y-y axis)
  • Bending Stress=(Eccentric load on column*Eccentricity of the load about y-y axis*Distance of load point from y axis)/(Moment of Inertia about y-y axis)
  • Bending Stress=Bending moment*Distance of Point in Weld to Neutral Axis/Moment of Inertia of Weld about Neutral Axis
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