Distance of Upper Edge of Flange from Neutral Axis Solution

STEP 0: Pre-Calculation Summary
Formula Used
Distance from Neutral Axis = Outer Depth of I section/2
y = D/2
This formula uses 2 Variables
Variables Used
Distance from Neutral Axis - (Measured in Meter) - Distance from Neutral Axis is the distance of the considered layer from the neutral layer.
Outer Depth of I section - (Measured in Meter) - The Outer Depth of I section is a measure of distance, the distance between the outer bars of the I-section.
STEP 1: Convert Input(s) to Base Unit
Outer Depth of I section: 9000 Millimeter --> 9 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
y = D/2 --> 9/2
Evaluating ... ...
y = 4.5
STEP 3: Convert Result to Output's Unit
4.5 Meter -->4500 Millimeter (Check conversion here)
FINAL ANSWER
4500 Millimeter <-- Distance from Neutral Axis
(Calculation completed in 00.004 seconds)

Credits

Created by Anshika Arya
National Institute Of Technology (NIT), Hamirpur
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Indian Institute of Information Technology (IIIT), Guwahati
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15 Shear Stress Distribution in Flange Calculators

Distance of Considered Section from Neutral Axis given Shear Stress in Flange
Go Distance from Neutral Axis = sqrt((Outer Depth of I section^2)/2-(2*Moment of Inertia of Area of Section)/Shear Force on Beam*Shear Stress in Beam)
Outer Depth of I-section given Shear Stress in Flange
Go Outer Depth of I section = 4*sqrt((2*Moment of Inertia of Area of Section)/Shear Force on Beam*Shear Stress in Beam+Distance from Neutral Axis^2)
Inner Depth of I-section given Shear Stress in Lower Edge of Flange
Go Inner Depth of I Section = sqrt(Outer Depth of I section^2-(8*Moment of Inertia of Area of Section)/Shear Force on Beam*Shear Stress in Beam)
Outer Depth of I section given Shear Stress in Lower Edge of Flange
Go Outer Depth of I section = sqrt((8*Moment of Inertia of Area of Section)/Shear Force on Beam*Shear Stress in Beam+Inner Depth of I Section^2)
Moment of Inertia of Section for I-section
Go Moment of Inertia of Area of Section = Shear Force on Beam/(2*Shear Stress in Beam)*((Outer Depth of I section^2)/2-Distance from Neutral Axis^2)
Shear Force in Flange of I-section
Go Shear Force on Beam = (2*Moment of Inertia of Area of Section*Shear Stress in Beam)/((Outer Depth of I section^2)/2-Distance from Neutral Axis^2)
Shear Stress in Flange of I-section
Go Shear Stress in Beam = Shear Force on Beam/(2*Moment of Inertia of Area of Section)*(Outer Depth of I section^2/2-Distance from Neutral Axis^2)
Moment of Inertia of I section given Shear Stress in Lower Edge of Flange
Go Moment of Inertia of Area of Section = Shear Force on Beam/(8*Shear Stress in Beam)*(Outer Depth of I section^2-Inner Depth of I Section^2)
Shear Stress in Lower Edge of Flange of I-section
Go Shear Stress in Beam = Shear Force on Beam/(8*Moment of Inertia of Area of Section)*(Outer Depth of I section^2-Inner Depth of I Section^2)
Shear Force in Lower Edge of Flange in I-section
Go Shear Force on Beam = (8*Moment of Inertia of Area of Section*Shear Stress in Beam)/(Outer Depth of I section^2-Inner Depth of I Section^2)
Width of Section given Area above Considered Section of Flange
Go Width of Beam Section = Area of Section above Considered Level/(Outer Depth of I section/2-Distance from Neutral Axis)
Area of Flange or Area above Considered Section
Go Area of Section above Considered Level = Width of Beam Section*(Outer Depth of I section/2-Distance from Neutral Axis)
Distance of CG of Considered Area of Flange from Neutral Axis in I Section
Go Distance of CG of Area from NA = 1/2*(Outer Depth of I section/2+Distance from Neutral Axis)
Distance of Lower Edge of Flange from Neutral Axis
Go Distance from Neutral Axis = Inner Depth of I Section/2
Distance of Upper Edge of Flange from Neutral Axis
Go Distance from Neutral Axis = Outer Depth of I section/2

Distance of Upper Edge of Flange from Neutral Axis Formula

Distance from Neutral Axis = Outer Depth of I section/2
y = D/2

Where is shear stress distribution in a beam section maximum?

The maximum shear stress occurs at the neutral axis and is zero at both the top and bottom surfaces of the beam. Shear flow has the units of force per unit distance.

How to Calculate Distance of Upper Edge of Flange from Neutral Axis?

Distance of Upper Edge of Flange from Neutral Axis calculator uses Distance from Neutral Axis = Outer Depth of I section/2 to calculate the Distance from Neutral Axis, The Distance of Upper Edge of Flange from Neutral Axis formula is defined as a numerical measurement of how far apart objects or points are. Distance from Neutral Axis is denoted by y symbol.

How to calculate Distance of Upper Edge of Flange from Neutral Axis using this online calculator? To use this online calculator for Distance of Upper Edge of Flange from Neutral Axis, enter Outer Depth of I section (D) and hit the calculate button. Here is how the Distance of Upper Edge of Flange from Neutral Axis calculation can be explained with given input values -> 4.5E+6 = 9/2.

FAQ

What is Distance of Upper Edge of Flange from Neutral Axis?
The Distance of Upper Edge of Flange from Neutral Axis formula is defined as a numerical measurement of how far apart objects or points are and is represented as y = D/2 or Distance from Neutral Axis = Outer Depth of I section/2. The Outer Depth of I section is a measure of distance, the distance between the outer bars of the I-section.
How to calculate Distance of Upper Edge of Flange from Neutral Axis?
The Distance of Upper Edge of Flange from Neutral Axis formula is defined as a numerical measurement of how far apart objects or points are is calculated using Distance from Neutral Axis = Outer Depth of I section/2. To calculate Distance of Upper Edge of Flange from Neutral Axis, you need Outer Depth of I section (D). With our tool, you need to enter the respective value for Outer Depth of I section 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 Distance from Neutral Axis?
In this formula, Distance from Neutral Axis uses Outer Depth of I section. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Distance from Neutral Axis = Inner Depth of I Section/2
  • Distance from Neutral Axis = sqrt((Outer Depth of I section^2)/2-(2*Moment of Inertia of Area of Section)/Shear Force on Beam*Shear Stress in Beam)
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