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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. Check FAQs
Vu=0.58fydbwC
Vu - Shear Capacity?fy - Yield Strength of Steel?d - Depth of Cross Section?bw - Breadth of Web?C - Shear Buckling Coefficient C?

Shear Capacity for Flexural Members Example

With values
With units
Only example

Here is how the Shear Capacity for Flexural Members equation looks like with Values.

Here is how the Shear Capacity for Flexural Members equation looks like with Units.

Here is how the Shear Capacity for Flexural Members equation looks like.

7830Edit=0.58250Edit200Edit300Edit0.9Edit
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Shear Capacity for Flexural Members Solution

Follow our step by step solution on how to calculate Shear Capacity for Flexural Members?

FIRST Step Consider the formula
Vu=0.58fydbwC
Next Step Substitute values of Variables
Vu=0.58250MPa200mm300mm0.9
Next Step Convert Units
Vu=0.582.5E+8Pa0.2m0.3m0.9
Next Step Prepare to Evaluate
Vu=0.582.5E+80.20.30.9
Next Step Evaluate
Vu=7830000N
LAST Step Convert to Output's Unit
Vu=7830kN

Shear Capacity for Flexural Members Formula Elements

Variables
Shear Capacity
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.
Symbol: Vu
Measurement: ForceUnit: kN
Note: Value should be greater than 0.
Yield Strength of Steel
Yield strength of steel is the level of stress that corresponds to the yield point.
Symbol: fy
Measurement: StressUnit: MPa
Note: Value should be greater than 0.
Depth of Cross Section
Depth of Cross Section (Height), in (mm) defines the geometrical measure from head to foot or from base to top of the section considered.
Symbol: d
Measurement: LengthUnit: mm
Note: Value can be positive or negative.
Breadth of Web
Breadth of Web (bw) is the effective width of the member for flanged section.
Symbol: bw
Measurement: LengthUnit: mm
Note: Value can be positive or negative.
Shear Buckling Coefficient C
Shear buckling coefficient C is geometrical constant depends on h/tw ratio.
Symbol: C
Measurement: NAUnit: Unitless
Note: Value should be less than 1.

Other Formulas to find Shear Capacity

​Go Shear Capacity for Girders with Transverse Stiffeners
Vu=0.58fydbw(C+(1-C(1.15(1+(aH)2)0.5)))

Other formulas in Shear Strength Design for Bridges category

​Go Ultimate Shear Connector Strength for Channels
Sultimate=17.4w((fc)0.5)(h+t2)
​Go Average Channel Flange Thickness given Ultimate Shear Connector Strength for Channels
h=Sultimate17.4w((fc)0.5)-t2
​Go Channel Web Thickness given Ultimate Shear Connector Strength for Channels
t=((Sultimate17.4wfc)-h)2
​Go Channel Length given Ultimate Shear Connector Strength for Channels
w=Sultimate17.4fc(h+t2)

How to Evaluate Shear Capacity for Flexural Members?

Shear Capacity for Flexural Members evaluator uses Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*Shear Buckling Coefficient C to evaluate 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 Vu symbol.

How to evaluate Shear Capacity for Flexural Members using this online evaluator? To use this online evaluator for Shear Capacity for Flexural Members, enter Yield Strength of Steel (fy), Depth of Cross Section (d), Breadth of Web (bw) & Shear Buckling Coefficient C (C) and hit the calculate button.

FAQs on Shear Capacity for Flexural Members

What is the formula to find Shear Capacity for Flexural Members?
The formula of Shear Capacity for Flexural Members is expressed as Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*Shear Buckling Coefficient C. Here is an example- 7.83 = 0.58*250000000*0.2*0.3*0.9.
How to calculate Shear Capacity for Flexural Members?
With Yield Strength of Steel (fy), Depth of Cross Section (d), Breadth of Web (bw) & Shear Buckling Coefficient C (C) we can find Shear Capacity for Flexural Members using the formula - Shear Capacity = 0.58*Yield Strength of Steel*Depth of Cross Section*Breadth of Web*Shear Buckling Coefficient C.
What are the other ways to Calculate Shear Capacity?
Here are the different ways to Calculate Shear Capacity-
  • 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))))OpenImg
Can the Shear Capacity for Flexural Members be negative?
No, the Shear Capacity for Flexural Members, measured in Force cannot be negative.
Which unit is used to measure Shear Capacity for Flexural Members?
Shear Capacity for Flexural Members is usually measured using the Kilonewton[kN] for Force. Newton[kN], Exanewton[kN], Meganewton[kN] are the few other units in which Shear Capacity for Flexural Members can be measured.
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