Width of Section given Area above Considered Section of Flange Solution

STEP 0: Pre-Calculation Summary
Formula Used
Width of Beam Section = Area of Section above Considered Level/(Outer Depth of I section/2-Distance from Neutral Axis)
B = Aabv/(D/2-y)
This formula uses 4 Variables
Variables Used
Width of Beam Section - (Measured in Meter) - Width of Beam Section is the width of the rectangular cross-section of the beam parallel to the axis in consideration.
Area of Section above Considered Level - (Measured in Square Meter) - Area of Section above Considered Level can be defined as the space occupied by a flat shape or the surface of an object.
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.
Distance from Neutral Axis - (Measured in Meter) - Distance from Neutral Axis is the distance of the considered layer from the neutral layer.
STEP 1: Convert Input(s) to Base Unit
Area of Section above Considered Level: 6400 Square Millimeter --> 0.0064 Square Meter (Check conversion here)
Outer Depth of I section: 9000 Millimeter --> 9 Meter (Check conversion here)
Distance from Neutral Axis: 5 Millimeter --> 0.005 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
B = Aabv/(D/2-y) --> 0.0064/(9/2-0.005)
Evaluating ... ...
B = 0.0014238042269188
STEP 3: Convert Result to Output's Unit
0.0014238042269188 Meter -->1.4238042269188 Millimeter (Check conversion here)
FINAL ANSWER
1.4238042269188 1.423804 Millimeter <-- Width of Beam Section
(Calculation completed in 00.004 seconds)

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National Institute Of Technology (NIT), Hamirpur
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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

Width of Section given Area above Considered Section of Flange Formula

Width of Beam Section = Area of Section above Considered Level/(Outer Depth of I section/2-Distance from Neutral Axis)
B = Aabv/(D/2-y)

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 surface of the beam. Shear flow has the units of force per unit distance.

How to Calculate Width of Section given Area above Considered Section of Flange?

Width of Section given Area above Considered Section of Flange calculator uses Width of Beam Section = Area of Section above Considered Level/(Outer Depth of I section/2-Distance from Neutral Axis) to calculate the Width of Beam Section, Width of Section given Area above considered Section of Flange is defined as how wide or narrow the section is. Width of Beam Section is denoted by B symbol.

How to calculate Width of Section given Area above Considered Section of Flange using this online calculator? To use this online calculator for Width of Section given Area above Considered Section of Flange, enter Area of Section above Considered Level (Aabv), Outer Depth of I section (D) & Distance from Neutral Axis (y) and hit the calculate button. Here is how the Width of Section given Area above Considered Section of Flange calculation can be explained with given input values -> 1423.804 = 0.0064/(9/2-0.005).

FAQ

What is Width of Section given Area above Considered Section of Flange?
Width of Section given Area above considered Section of Flange is defined as how wide or narrow the section is and is represented as B = Aabv/(D/2-y) or Width of Beam Section = Area of Section above Considered Level/(Outer Depth of I section/2-Distance from Neutral Axis). Area of Section above Considered Level can be defined as the space occupied by a flat shape or the surface of an object, The Outer Depth of I section is a measure of distance, the distance between the outer bars of the I-section & Distance from Neutral Axis is the distance of the considered layer from the neutral layer.
How to calculate Width of Section given Area above Considered Section of Flange?
Width of Section given Area above considered Section of Flange is defined as how wide or narrow the section is is calculated using Width of Beam Section = Area of Section above Considered Level/(Outer Depth of I section/2-Distance from Neutral Axis). To calculate Width of Section given Area above Considered Section of Flange, you need Area of Section above Considered Level (Aabv), Outer Depth of I section (D) & Distance from Neutral Axis (y). With our tool, you need to enter the respective value for Area of Section above Considered Level, Outer Depth of I section & 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.
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