Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
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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
Stirrup Spacing for Practical Design
Spacing of Stirrups=(Stirrup Area*Capacity reduction factor*Yield strength of reinforcing steel*Effective depth of beam)/((Design Shear )-((2*Capacity reduction factor)*sqrt(28 Day Compressive Strength of Concrete)*Breadth of the web*Effective depth of beam)) GO
Stirrup Area when Stirrup Spacing for Practical Design is Given
Stirrup Area=(Spacing of Stirrups)*(Design Shear -(2*Capacity reduction factor*sqrt(28 Day Compressive Strength of Concrete)*Effective depth of beam*Breadth of the web))/(Capacity reduction factor*Yield strength of reinforcing steel*Effective depth of beam) GO
Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given
Diameter =(Maximum permissible eccentricity-0.14*Overall depth of column)/(0.43*Area ratio of cross sectional area to gross area*Force ratio of strengths of reinforcements) GO
Maximum Permissible Eccentricity for Spiral Columns
Maximum permissible eccentricity=0.43*Area ratio of cross sectional area to gross area*Force ratio of strengths of reinforcements*Diameter +0.14*Overall depth of column 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 Moment of Inertia of a Transverse Stiffener
Area Moment Of Inertia=Spacing of Stirrups*Breadth of the web^3*(2.5*Overall depth of column^2/Breadth of the web^2-2) GO
Bending moment from bending stress
Bending moment=(Bending Stress*Area Moment Of Inertia)/Distance from neutral axis GO
Stress due to bending moment
Bending Stress=(Bending moment*Distance from neutral axis)/Area Moment Of Inertia GO
Radius of gyration if moment of inertia and area is known
Radius of gyration=sqrt(Area Moment Of Inertia/Area of cross section) GO
Volume of body in fluid for metacentric height and BG
Volume=Area Moment Of Inertia/(Metacentric height+length BG) GO

3 Other formulas that calculate the same Output

Stirrup Spacing for Practical Design
Spacing of Stirrups=(Stirrup Area*Capacity reduction factor*Yield strength of reinforcing steel*Effective depth of beam)/((Design Shear )-((2*Capacity reduction factor)*sqrt(28 Day Compressive Strength of Concrete)*Breadth of the web*Effective depth of beam)) GO
Stirrups Spacing when Cross-Sectional Area of Web Reinforcement is Given
Spacing of Stirrups=Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/(Total Shear-Shear that Concrete Could Carry) GO
Stirrups Spacing when Area in Legs of a Vertical Stirrup is Given
Spacing of Stirrups=(Stirrup Area*allowable stress in stirrup steel*Distance from Extreme Compression to Centroid )/excess shear GO

Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given Formula

Spacing of Stirrups=(-Area Moment Of Inertia+(sqrt(Area Moment Of Inertia^2+20*Breadth of the web^5*Overall depth of column^2)))/(4*Breadth of the web^2)
s=(-I+(sqrt(I^2+20*bw^5*t^2)))/(4*bw^2)
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
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
Allowable Shear stress in Bridges 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 Clear Spacing ?

Clear distance between bars (the spacing of bars) shall be such that the concrete can be placed and compacted satisfactorily for the development of adequate bond.

How to Calculate Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given?

Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given calculator uses Spacing of Stirrups=(-Area Moment Of Inertia+(sqrt(Area Moment Of Inertia^2+20*Breadth of the web^5*Overall depth of column^2)))/(4*Breadth of the web^2) to calculate the Spacing of Stirrups, The Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given formula is defined as clear spacing between ends of stiffener. Spacing of Stirrups and is denoted by s symbol.

How to calculate Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given using this online calculator? To use this online calculator for Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given, enter Area Moment Of Inertia (I), Breadth of the web (bw) and Overall depth of column (t) and hit the calculate button. Here is how the Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given calculation can be explained with given input values -> 925.7407 = (-1+(sqrt(1^2+20*0.3^5*4^2)))/(4*0.3^2).

FAQ

What is Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given?
The Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given formula is defined as clear spacing between ends of stiffener and is represented as s=(-I+(sqrt(I^2+20*bw^5*t^2)))/(4*bw^2) or Spacing of Stirrups=(-Area Moment Of Inertia+(sqrt(Area Moment Of Inertia^2+20*Breadth of the web^5*Overall depth of column^2)))/(4*Breadth of the web^2). The Area Moment Of Inertia value, Breadth of the web (bw) is the effective width of the member for flanged section and Overall depth of column is the diameter of column.
How to calculate Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given?
The Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given formula is defined as clear spacing between ends of stiffener is calculated using Spacing of Stirrups=(-Area Moment Of Inertia+(sqrt(Area Moment Of Inertia^2+20*Breadth of the web^5*Overall depth of column^2)))/(4*Breadth of the web^2). To calculate Actual Stiffener Spacing when Minimum Moment of Inertia of a Transverse Stiffener is Given, you need Area Moment Of Inertia (I), Breadth of the web (bw) and Overall depth of column (t). With our tool, you need to enter the respective value for Area Moment Of Inertia, Breadth of the web and Overall depth of column 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 Spacing of Stirrups?
In this formula, Spacing of Stirrups uses Area Moment Of Inertia, Breadth of the web and Overall depth of column. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Spacing of Stirrups=Cross Sectional Area of Web Reinforcement*Allowable Unit Stress in Web Reinforcement*Depth of the Beam/(Total Shear-Shear that Concrete Could Carry)
  • Spacing of Stirrups=(Stirrup Area*Capacity reduction factor*Yield strength of reinforcing steel*Effective depth of beam)/((Design Shear )-((2*Capacity reduction factor)*sqrt(28 Day Compressive Strength of Concrete)*Breadth of the web*Effective depth of beam))
  • Spacing of Stirrups=(Stirrup Area*allowable stress in stirrup steel*Distance from Extreme Compression to Centroid )/excess shear
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