Shear Capacity for Web Slenderness less than Alpha Calculator

✖Specified Minimum Yield Stress represents the minimum tensile stress or yield stress required by the flexural member, ex- web.ⓘ Specified Minimum Yield Stress [F_yw]			+10% -10%
✖Web Area is the cross-sectional area of the web of a structural member, such as an I-beam or a H-beam.ⓘ Web Area [A_w]			+10% -10%

✖Shear Capacity is the shear strength of a material or component against the type of yield or structural failure when the material or component fails in shear.ⓘ Shear Capacity for Web Slenderness less than Alpha [V_u]

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Shear Capacity for Web Slenderness less than Alpha Solution

STEP 0: Pre-Calculation Summary

Formula Used

Shear Capacity = 0.54*Specified Minimum Yield Stress*Web Area
V_u = 0.54*F_yw*A_w
This formula uses 3 Variables

Variables Used

Shear Capacity - (Measured in Newton) - Shear Capacity is the shear strength of a material or component against the type of yield or structural failure when the material or component fails in shear.
Specified Minimum Yield Stress - (Measured in Pascal) - Specified Minimum Yield Stress represents the minimum tensile stress or yield stress required by the flexural member, ex- web.
Web Area - (Measured in Square Meter) - Web Area is the cross-sectional area of the web of a structural member, such as an I-beam or a H-beam.

STEP 1: Convert Input(s) to Base Unit

Specified Minimum Yield Stress: 139 Megapascal --> 139000000 Pascal (Check conversion here)
Web Area: 85 Square Millimeter --> 8.5E-05 Square Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

V_u = 0.54*F_yw*A_w --> 0.54*139000000*8.5E-05

Evaluating ... ...

V_u = 6380.1

STEP 3: Convert Result to Output's Unit

6380.1 Newton -->6.3801 Kilonewton (Check conversion here)

FINAL ANSWER

6.3801 Kilonewton <-- Shear Capacity

(Calculation completed in 00.004 seconds)

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Created by Chandana P Dev

NSS College of Engineering (NSSCE), Palakkad

Chandana P Dev has created this Calculator and 500+ more calculators!

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Meerut Institute of Engineering and Technology (MIET), Meerut

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< Shear in Buildings Calculators

Shear Capacity if Web Slenderness is between 1 and 1.25 alpha

LaTeX Go Shear Capacity = (0.54*Specified Minimum Yield Stress*Web Area*Separation Ratio)/(Height of Web/Web Thickness)

Shear Capacity if Web Slenderness is greater than 1.25 alpha

LaTeX Go Shear Capacity = (23760*Effective Length Factor*Web Area)/(Height of Web/Web Thickness)^2

Shear Capacity for Web Slenderness less than Alpha

LaTeX Go Shear Capacity = 0.54*Specified Minimum Yield Stress*Web Area

Shear Capacity for Web Slenderness less than Alpha Formula

LaTeX Go

Shear Capacity = 0.54*Specified Minimum Yield Stress*Web Area
V_u = 0.54*F_yw*A_w

What do you mean by LRFD (Load Resistance Factor Design)?

The LRFD is a probability-based limit state design procedure. In its development, both load effects and resistance were treated as random variables. Their variabilities and uncertainties were represented by frequency distribution curves. The LRFD is based on the limit state design concept. A limit state is defined as a condition in which a structure or structural component becomes unsafe or unsuitable for its intended function.

What is Slenderness Ratio?

The Slenderness Ratio or simply slenderness is an aspect ratio, the quotient between the height and the width of the considered section. In structural engineering, slenderness is a measure of the propensity of a column to buckle.

How to Calculate Shear Capacity for Web Slenderness less than Alpha?

Shear Capacity for Web Slenderness less than Alpha calculator uses Shear Capacity = 0.54*Specified Minimum Yield Stress*Web Area to calculate the Shear Capacity, The Shear Capacity for Web Slenderness less than Alpha formula is defined as the shear strength of web section when the slenderness ratio (aspect ratio or the height to width ratio) is less than coefficient α. Shear Capacity is denoted by V_u symbol.

How to calculate Shear Capacity for Web Slenderness less than Alpha using this online calculator? To use this online calculator for Shear Capacity for Web Slenderness less than Alpha, enter Specified Minimum Yield Stress (F_yw) & Web Area (A_w) and hit the calculate button. Here is how the Shear Capacity for Web Slenderness less than Alpha calculation can be explained with given input values -> 0.00638 = 0.54*139000000*8.5E-05.

FAQ

What is Shear Capacity for Web Slenderness less than Alpha?

The Shear Capacity for Web Slenderness less than Alpha formula is defined as the shear strength of web section when the slenderness ratio (aspect ratio or the height to width ratio) is less than coefficient α and is represented as V_u = 0.54*F_yw*A_w or Shear Capacity = 0.54*Specified Minimum Yield Stress*Web Area. Specified Minimum Yield Stress represents the minimum tensile stress or yield stress required by the flexural member, ex- web & Web Area is the cross-sectional area of the web of a structural member, such as an I-beam or a H-beam.

How to calculate Shear Capacity for Web Slenderness less than Alpha?

The Shear Capacity for Web Slenderness less than Alpha formula is defined as the shear strength of web section when the slenderness ratio (aspect ratio or the height to width ratio) is less than coefficient α is calculated using Shear Capacity = 0.54*Specified Minimum Yield Stress*Web Area. To calculate Shear Capacity for Web Slenderness less than Alpha, you need Specified Minimum Yield Stress (F_yw) & Web Area (A_w). With our tool, you need to enter the respective value for Specified Minimum Yield Stress & Web Area 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 Shear Capacity?

In this formula, Shear Capacity uses Specified Minimum Yield Stress & Web Area. We can use 2 other way(s) to calculate the same, which is/are as follows -

Shear Capacity = (0.54*Specified Minimum Yield Stress*Web Area*Separation Ratio)/(Height of Web/Web Thickness)
Shear Capacity = (23760*Effective Length Factor*Web Area)/(Height of Web/Web Thickness)^2

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