Width of Section given Area above Considered Section of Flange Calculator

✖Area of Section above Considered Level is the geometric area of a section of a system (such as a tank, basin, or duct) above a specific level. This level is often a reference point for analysis.ⓘ Area of Section above Considered Level [A_abv]			+10% -10%
✖The Outer Depth of I section is a measure of distance, the distance between the outer bars of the I-section.ⓘ Outer Depth of I section [D]			+10% -10%
✖Distance from Neutral Axis is the distance of the considered layer from the neutral layer.ⓘ Distance from Neutral Axis [y]			+10% -10%

✖Width of Beam Section is the width of the rectangular cross-section of the beam parallel to the axis in consideration.ⓘ Width of Section given Area above Considered Section of Flange [B]

⎘ Copy

👎

Formula

LaTeX

Reset

👍

Download Shear Stress in I Section Formulas PDF PDF Image

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 = A_abv/(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 is the geometric area of a section of a system (such as a tank, basin, or duct) above a specific level. This level is often a reference point for analysis.
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: 449500 Square Millimeter --> 0.4495 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 = A_abv/(D/2-y) --> 0.4495/(9/2-0.005)

Evaluating ... ...

B = 0.1

STEP 3: Convert Result to Output's Unit

0.1 Meter -->100 Millimeter (Check conversion here)

FINAL ANSWER

100 Millimeter <-- Width of Beam Section

(Calculation completed in 00.004 seconds)

You are here -

Home » Physics » Strength of Materials » Shear Stress In Beam » Shear Stress Distribution for Different Sections » Shear Stress in I Section » Mechanical » Shear Stress Distribution in Flange » Width of Section given Area above Considered Section of Flange

Credits

Created by Anshika Arya

National Institute Of Technology (NIT), Hamirpur

Anshika Arya has created this Calculator and 2000+ more calculators!

Verified by Dipto Mandal

Indian Institute of Information Technology (IIIT), Guwahati

Dipto Mandal has verified this Calculator and 400+ more calculators!

< Shear Stress Distribution in Flange Calculators

Inner Depth of I-section given Shear Stress in Lower Edge of Flange

LaTeX 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

LaTeX 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 I section given Shear Stress in Lower Edge of Flange

LaTeX 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 Force in Lower Edge of Flange in I-section

LaTeX 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 Formula

LaTeX Go

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

What is Width of Section?

The width of the section in structural engineering refers to the horizontal measurement across the cross-section of a structural member, such as a beam or column. This measurement is crucial for various calculations and design considerations in the analysis of structural components.

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 formula is defined as a measure of the width of a section in an I-beam's flange, considering the area above a specific section, which is essential in calculating shear stress in structural analysis. 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 (A_abv), 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 = 0.4495/(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 formula is defined as a measure of the width of a section in an I-beam's flange, considering the area above a specific section, which is essential in calculating shear stress in structural analysis and is represented as B = A_abv/(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 is the geometric area of a section of a system (such as a tank, basin, or duct) above a specific level. This level is often a reference point for analysis, 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 formula is defined as a measure of the width of a section in an I-beam's flange, considering the area above a specific section, which is essential in calculating shear stress in structural analysis 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 (A_abv), 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.

Home

FREE PDFs

🔍 Search