Shear Capacity for Flexural Members Calculator

✖Yield strength of steel is the level of stress that corresponds to the yield point.ⓘ Yield Strength of Steel [f_y]			+10% -10%
✖Depth of Cross Section (Height), in (mm) defines the geometrical measure from head to foot or from base to top of the section considered.ⓘ Depth of Cross Section [d]			+10% -10%
✖Breadth of Web (bw) is the effective width of the member for flanged section.ⓘ Breadth of Web [bw]			+10% -10%
✖Shear buckling coefficient C is geometrical constant depends on h/tw ratio.ⓘ Shear Buckling Coefficient C [C]			+10% -10%

✖The shear capacity is the ability to resist forces that cause the material's internal structure to slide against itself. It can be measured in either the vertical or horizontal direction.ⓘ Shear Capacity for Flexural Members [V_u]

⎘ Copy

👎

Formula

LaTeX

Reset

👍

Download Number of Connectors in Bridges Formulas PDF PDF Image

Shear Capacity for Flexural Members Solution

STEP 0: Pre-Calculation Summary

Formula Used

Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*Shear Buckling Coefficient C
V_u = 0.58*f_y*d*bw*C
This formula uses 5 Variables

Variables Used

Shear Capacity - (Measured in Newton) - The shear capacity is the ability to resist forces that cause the material's internal structure to slide against itself. It can be measured in either the vertical or horizontal direction.
Yield Strength of Steel - (Measured in Pascal) - Yield strength of steel is the level of stress that corresponds to the yield point.
Depth of Cross Section - (Measured in Meter) - Depth of Cross Section (Height), in (mm) defines the geometrical measure from head to foot or from base to top of the section considered.
Breadth of Web - (Measured in Meter) - Breadth of Web (bw) is the effective width of the member for flanged section.
Shear Buckling Coefficient C - Shear buckling coefficient C is geometrical constant depends on h/tw ratio.

STEP 1: Convert Input(s) to Base Unit

Yield Strength of Steel: 250 Megapascal --> 250000000 Pascal (Check conversion here)
Depth of Cross Section: 200 Millimeter --> 0.2 Meter (Check conversion here)
Breadth of Web: 300 Millimeter --> 0.3 Meter (Check conversion here)
Shear Buckling Coefficient C: 0.9 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

V_u = 0.58*f_y*d*bw*C --> 0.58*250000000*0.2*0.3*0.9

Evaluating ... ...

V_u = 7830000

STEP 3: Convert Result to Output's Unit

7830000 Newton -->7830 Kilonewton (Check conversion here)

FINAL ANSWER

7830 Kilonewton <-- Shear Capacity

(Calculation completed in 00.004 seconds)

You are here -

Home » Engineering » Civil » Bridge and Suspension Cable » Number of Connectors in Bridges » Shear Strength Design for Bridges » Shear Capacity for Flexural Members

Credits

Created by Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal

Rithik Agrawal has created this Calculator and 1300+ more calculators!

Verified by Himanshi Sharma

Bhilai Institute of Technology (BIT), Raipur

Himanshi Sharma has verified this Calculator and 800+ more calculators!

< Shear Strength Design for Bridges Calculators

Shear Capacity for Girders with Transverse Stiffeners

LaTeX Go Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*(Shear Buckling Coefficient C+((1-Shear Buckling Coefficient C)/((1.15*(1+(Clear Distance between Transverse Stiffeners/Cross Section's Height)^2)^0.5))))

Shear Capacity for Flexural Members

LaTeX Go Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*Shear Buckling Coefficient C

< Ultimate Shear Strength of Connectors in Bridges Calculators

Channel Web Thickness given Ultimate Shear Connector Strength for Channels

LaTeX Go Web Thickness = ((Ultimate Shear Connector Stress/(17.4*Channel Length*sqrt(28 Day Compressive Strength of Concrete)))-Average Flange Thickness)*2

Channel Length given Ultimate Shear Connector Strength for Channels

LaTeX Go Channel Length = Ultimate Shear Connector Stress/(17.4*sqrt(28 Day Compressive Strength of Concrete)*(Average Flange Thickness+Web Thickness/2))

Average Channel Flange Thickness given Ultimate Shear Connector Strength for Channels

LaTeX Go Average Flange Thickness = Ultimate Shear Connector Stress/(17.4*Channel Length*((28 Day Compressive Strength of Concrete)^0.5))-Web Thickness/2

Ultimate Shear Connector Strength for Channels

LaTeX Go Ultimate Shear Connector Stress = 17.4*Channel Length*((28 Day Compressive Strength of Concrete)^0.5)*(Average Flange Thickness+Web Thickness/2)

Shear Capacity for Flexural Members Formula

LaTeX Go

Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*Shear Buckling Coefficient C
V_u = 0.58*f_y*d*bw*C

What is Shear Capacity of Flexural Members?

In engineering, shear strength is the 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 a flexural members refers to strength of a flexural member to resist failure in shear mode, than in flexural.

How to Calculate Shear Capacity for Flexural Members?

Shear Capacity for Flexural Members calculator uses Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*Shear Buckling Coefficient C to calculate the Shear Capacity, The Shear Capacity for Flexural Members formula is defined as the strength to resist failure in shear. Shear Capacity is denoted by V_u symbol.

How to calculate Shear Capacity for Flexural Members using this online calculator? To use this online calculator for Shear Capacity for Flexural Members, enter Yield Strength of Steel (f_y), Depth of Cross Section (d), Breadth of Web (bw) & Shear Buckling Coefficient C (C) and hit the calculate button. Here is how the Shear Capacity for Flexural Members calculation can be explained with given input values -> 7.83 = 0.58*250000000*0.2*0.3*0.9.

FAQ

What is Shear Capacity for Flexural Members?

The Shear Capacity for Flexural Members formula is defined as the strength to resist failure in shear and is represented as V_u = 0.58*f_y*d*bw*C or Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*Shear Buckling Coefficient C. Yield strength of steel is the level of stress that corresponds to the yield point, Depth of Cross Section (Height), in (mm) defines the geometrical measure from head to foot or from base to top of the section considered, Breadth of Web (bw) is the effective width of the member for flanged section & Shear buckling coefficient C is geometrical constant depends on h/tw ratio.

How to calculate Shear Capacity for Flexural Members?

The Shear Capacity for Flexural Members formula is defined as the strength to resist failure in shear is calculated using Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*Shear Buckling Coefficient C. To calculate Shear Capacity for Flexural Members, you need Yield Strength of Steel (f_y), Depth of Cross Section (d), Breadth of Web (bw) & Shear Buckling Coefficient C (C). With our tool, you need to enter the respective value for Yield Strength of Steel, Depth of Cross Section, Breadth of Web & Shear Buckling Coefficient C 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 Yield Strength of Steel, Depth of Cross Section, Breadth of Web & Shear Buckling Coefficient C. We can use 2 other way(s) to calculate the same, which is/are as follows -

Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*(Shear Buckling Coefficient C+((1-Shear Buckling Coefficient C)/((1.15*(1+(Clear Distance between Transverse Stiffeners/Cross Section's Height)^2)^0.5))))
Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*(Shear Buckling Coefficient C+((1-Shear Buckling Coefficient C)/((1.15*(1+(Clear Distance between Transverse Stiffeners/Cross Section's Height)^2)^0.5))))

Home

FREE PDFs

🔍 Search