Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 300+ more calculators!
Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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11 Other formulas that you can solve using the same Inputs

Shear Capacity for Girders with Transverse Stiffeners
Shear Capacity for Flexural Members=0.58*yield strength of steel*Depth of Cross Section*Breadth of the web*(Shear buckling coefficient C+((1-Shear buckling coefficient C)/((1.15*(1+(Clear distance between transverse stiffeners/Height of cross section)^2)^0.5)))) GO
Gross Cross-Sectional Area of Intermediate Stiffeners
Original cross sectional area=Ratio of web to flange yield strength*(0.15*Stiffeners Factor *Depth*Minimum Web Thickness*(1-Shear buckling coefficient C)*(Shear Stress/Shear Capacity for Flexural Members)-18*Minimum Web Thickness^2) GO
Maximum Ultimate Moment when Neutral Axis Lies in Web
Maximum Ultimate Moment=0.9*((area tensile steel-tensile steel area for strength)*yield strength of steel*(Depth-depth of equivalent rcsd/2)+tensile steel area for strength*yield strength of steel*(Depth-Flange Thickness/2)) GO
Equivalent Rectangular Compressive Stress Distribution Depth
depth of equivalent rcsd=(area tensile steel-tensile steel area for strength)*yield strength of steel/(0.85*strength of concrete*Width of beam web) GO
Shear Capacity for Flexural Members
Shear Capacity for Flexural Members=0.58*yield strength of steel*Height of the Section*Breadth of the web*Shear buckling coefficient C GO
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Minimum Flange Thickness=(Width of Projection of Flange/69.6)*sqrt(yield strength of steel) GO
Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Flange Thickness=(sqrt(yield strength of steel)/65)*Width of Projection of Flange GO
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Minimum Web Thickness=Depth of Section*sqrt(yield strength of steel)/608 GO
Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges
Maximum Bending Moment=yield strength of steel*Plastic Section Modulus GO
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges
Maximum Bending Moment=yield strength of steel*Section Modulus GO
Allowable Unit Stress in Bending
Allowable Unit Tensile Stress=0.55*yield strength of steel GO

11 Other formulas that calculate the same Output

Shear stress on circular fillet weld subjected to Torsion
Shear Stress=2*Torque acting on rod/(pi*Throat thickness*Equivalent/Nominal Diameter of Particle^2) GO
Shear Stress When Dynamic Viscosity Of A Fluid Is Given
Shear Stress=Dynamic viscosity*(velocity of moving plate)/(distance between plates) GO
Shear Stress for long fillet weld subjected to torsion
Shear Stress=3*Torque acting on rod/(Throat thickness*(Length of weld^2)) GO
Shear stress produced if strain energy stored in a body due to shear stress is known
Shear Stress=sqrt((2*Modulus of rigidity*Strain Energy)/(Volume)) GO
Shear stress Produced if work done by gradually applied shear force is known
Shear Stress=sqrt((2*Modulus of rigidity*Work Done)/(Volume)) GO
Shear Stress due to torsional moment
Shear Stress=Torque*Distance/Polar moment of inertia GO
Shear-stress distribution.
Shear Stress=viscosity coefficient*Velocity Gradient GO
Shear stress if obliquity is given
Shear Stress=tan(angle of obliquity)*Normal stress GO
Shear stress if shear resistance is known
Shear Stress=Shear Resistance/Shear Area GO
Shear Stress of Circular Beam
Shear Stress=4*Shearing force/3*Area GO
Shear Stress
Shear Stress=Tangential Force/Area GO

Allowable Shear stress in Bridges Formula

Shear Stress=yield strength of steel*Shear buckling coefficient C/3
𝜏 =f<sub>y</sub>*C/3
More formulas
Shear Capacity for Flexural Members GO
Shear Capacity for Girders with Transverse Stiffeners GO
Allowable Stress when Slenderness Ratio is Less than Cc GO
Allowable Stress when Slenderness Ratio is Equal to or Greater than Cc GO
Maximum Strength for Compression Members GO
Column Gross Effective Area when Maximum Strength is Given GO
Buckling Stress when Maximum Strength is Given GO
Q Factor GO
Steel Yield Strength when Q Factor is Given GO
Buckling Stress when Q Factor is Greater Than 1 GO
Buckling Stress when Q Factor is Less Than or Equal to 1 GO
Steel Yield Strength when Buckling Stress for Q Factor Less Than or Equal to 1 is Given GO
Steel Yield Strength when Buckling Stress for Q Factor Greater Than 1 is Given GO
Allowable Unit Load for Bridges using Structural Carbon Steel GO
Ultimate Unit Load for Bridges using Structural Carbon Steel GO
Allowable Unit Stress in Bending GO
Steel Yield Strength when Allowable Unit Stress in Bending is Given GO
Moment Gradient Factor when Smaller and Larger Beam End Moment is Given GO
Minimum Moment of Inertia of a Transverse Stiffener GO
Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given GO
Web Thickness when Minimum Moment of Inertia of a Transverse Stiffener is Given GO
Gross Cross-Sectional Area of Intermediate Stiffeners GO
Multiplier for allowable stress when flange bending stress does not exceed the allowable stress GO
Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges GO
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges GO
Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges GO
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges GO
Minimum Web Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges GO
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges GO
Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges GO
Maximum Unbraced Length for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges GO
Ultimate Moment Capacity for Symmetrical Flexural Sections for LFD of Bridges GO
Steel yield strength for Compact Section for LFD when Maximum Bending Moment is Given GO
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given GO
Steel yield strength for Braced Non-Compact Section for LFD when Minimum Flange Thickness is Given GO
Steel yield strength for Compact Section for LFD when Minimum Flange Thickness is Given GO
Steel yield strength for Compact Section for LFD when Minimum Web Thickness is Given GO
Steel yield strength for Compact Section for LFD when Maximum Unbraced Length is Given GO
Steel yield strength for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given GO
Plastic Section Modulus for Compact Section for LFD when Maximum Bending Moment is Given GO
Section Modulus for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given GO
Width of Projection of Flange for Braced Non-Compact Section when Maximum Bending Moment is Given GO
Width of Projection of Flange for Compact Section for LFD when Minimum Flange Thickness is Given GO
Depth of Section for Compact Section for LFD when Minimum Web Thickness is Given GO
Unsupported length for Braced Non-Compact Section for LFD when Minimum Web Thickness is Given GO
Depth of Section for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given GO
Area of Flange for Braced Non-Compact Section for LFD when Maximum Unbraced Length is Given GO
Smaller Moment of unbraced length for Compact Section for LFD when Maximum Unbraced Length is Given GO
Ultimate Moment of unbraced length for Compact Section when Maximum Unbraced Length is Given GO
Allowable Bearing Stresses on Pins for Buildings for LFD GO
Allowable Bearing Stresses on Pins subject to rotation for Bridges for LFD GO
Allowable Bearing Stresses on Pins not subject to rotation for Bridges for LFD GO
Steel yield strength on Pins for Buildings for LFD when Allowable Bearing Stresses is Given GO
Steel yield strength on Pins subject to rotation for Bridges for LFD when Pin Stresses is Given GO
Steel yield strength on Pins not subject to rotation for Bridges for LFD when Pin Stresses is Given GO
Allowable Bearing Stress for expansion rollers and rockers where diameter is up to 635 mm GO
Allowable Bearing Stress for expansion rollers and rockers where diameter is from 635 mm to 3175 mm GO
Steel Yield Strength for milled surface when allowable Bearing Stress for d < 635 mm is Given GO
Steel Yield Strength for milled surface when allowable Bearing Stress for d > 635 mm is Given GO
Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d < 635 mm GO
Diameter of Roller or Rocker for milled surface when Allowable Stress is Given for d > 635 mm GO
Allowable Bearing Stress for high strength bolts GO
Tensile Strength of connected part when Allowable Bearing Stress for bolts is Given GO
Number of Connectors in Bridges GO
Force in Slab when Number of Connectors in Bridges is Given GO
Reduction Factor when Number of Connectors in Bridges is Given GO
Ultimate Shear Connector Strength when Number of Connectors in Bridges is Given GO
Force in Slab when Total Area of Steel Section is Given GO
Total Area of Steel Section when Force in Slab is Given GO
Steel Yield Strength when Total Area of Steel Section is Given GO
Force in Slab when Effective Concrete Area is Given GO
Effective Concrete Area when Force in Slab is Given GO
28-day Compressive Strength of Concrete when Force in Slab is Given GO
Minimum Number of Connectors for Bridges GO
Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given GO
Force in Slab at Maximum Negative Moments when Minimum Number of Connectors for Bridges is Given GO
Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given GO
Reduction Factor when Minimum Number of Connectors in Bridges is Given GO
Ultimate Shear Connector Strength when Minimum Number of Connectors in Bridges is Given GO
Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given GO
Reinforcing Steel Yield Strength when Force in Slab at Maximum Negative Moments is Given GO
Steel Yield Strength when Allowable Shear stress for Flexural Members in Bridges GO
Shear Buckling Coefficient when Allowable Shear stress for Flexural Members in Bridges is Given GO
Natural frequency of each Cable GO
Span of Cable when Natural frequency of each Cable is Given GO
Cable Tension when Natural frequency of each Cable is Given GO
Fundamental Vibration Mode when Natural frequency of Each Cable is Given GO
Runoff Rate of Rainwater from a bridge during a Rainstorm GO
Average Rainfall Intensity when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given GO
Drainage Area when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given GO
Runoff Coefficient when Runoff Rate of Rainwater from a bridge during a Rainstorm is Given GO
Deck Width for handling the Rainwater Runoff to the Drain Scuppers GO
Shoulder Width when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given GO
Traffic Lane when Deck Width for handling the Rainwater Runoff to the Drain Scuppers is Given GO

What is Allowable Shear Stress ?

Allowable shear stress in concrete in beams without any shear reinforcement depends on the grade of concrete and the percentage of main tensile reinforcement in beams.

How to Calculate Allowable Shear stress in Bridges?

Allowable Shear stress in Bridges calculator uses Shear Stress=yield strength of steel*Shear buckling coefficient C/3 to calculate the Shear Stress, The Allowable Shear stress in Bridges formula is defined as the working shear stress in designing the members of bridges. Shear Stress and is denoted by 𝜏 symbol.

How to calculate Allowable Shear stress in Bridges using this online calculator? To use this online calculator for Allowable Shear stress in Bridges, enter yield strength of steel (fy) and Shear buckling coefficient C (C) and hit the calculate button. Here is how the Allowable Shear stress in Bridges calculation can be explained with given input values -> 666666.7 = 2000000*1/3.

FAQ

What is Allowable Shear stress in Bridges?
The Allowable Shear stress in Bridges formula is defined as the working shear stress in designing the members of bridges and is represented as 𝜏 =fy*C/3 or Shear Stress=yield strength of steel*Shear buckling coefficient C/3. yield strength of steel is the level of stress that corresponds to the yield point and Shear buckling coefficient C is geometrical constant depends on h/tw ratio.
How to calculate Allowable Shear stress in Bridges?
The Allowable Shear stress in Bridges formula is defined as the working shear stress in designing the members of bridges is calculated using Shear Stress=yield strength of steel*Shear buckling coefficient C/3. To calculate Allowable Shear stress in Bridges, you need yield strength of steel (fy) and Shear buckling coefficient C (C). With our tool, you need to enter the respective value for yield strength of steel and 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 Stress?
In this formula, Shear Stress uses yield strength of steel and Shear buckling coefficient C. We can use 11 other way(s) to calculate the same, which is/are as follows -
  • Shear Stress=2*Torque acting on rod/(pi*Throat thickness*Equivalent/Nominal Diameter of Particle^2)
  • Shear Stress=3*Torque acting on rod/(Throat thickness*(Length of weld^2))
  • Shear Stress=Tangential Force/Area
  • Shear Stress=4*Shearing force/3*Area
  • Shear Stress=Dynamic viscosity*(velocity of moving plate)/(distance between plates)
  • Shear Stress=Shear Resistance/Shear Area
  • Shear Stress=tan(angle of obliquity)*Normal stress
  • Shear Stress=viscosity coefficient*Velocity Gradient
  • Shear Stress=sqrt((2*Modulus of rigidity*Work Done)/(Volume))
  • Shear Stress=sqrt((2*Modulus of rigidity*Strain Energy)/(Volume))
  • Shear Stress=Torque*Distance/Polar moment of inertia
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