Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
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Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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11 Other formulas that you can solve using the same Inputs

Spiral Reinforcement Yield Strength when Spiral Volume to Concrete Core Volume Ratio is Given
Yield strength of spiral reinforcement=0.45*((Gross area of column/Cross sectional area of column)-1)*(Compressive strength/Ratio of spiral to concrete core volume) GO
Spiral Volume to Concrete-Core Volume Ratio
Ratio of spiral to concrete core volume=0.45*((Gross area of column/Cross sectional area of column)-1)*(Compressive strength/Yield strength of spiral reinforcement) GO
Allowable Stress in Vertical Concrete Reinforcing when Total Allowable Axial Load is Given
Allowable stress in vertical reinforcement=(Allowable Load/Gross area of column-0.25*Compressive strength)/Area ratio of cross sectional area to gross area GO
Gross Cross-Sectional Area of Column when Total Allowable Axial Load is Given
Gross area of column=Allowable Load/(0.25*Compressive strength+Allowable stress in vertical reinforcement*Area ratio of cross sectional area to gross area) GO
Total Allowable Axial Load for Short Columns
Allowable Load=Gross area of column*(0.25*Compressive strength+Allowable stress in vertical reinforcement*Area ratio of cross sectional area to gross area) GO
Area of the Supporting Concrete when Nominal Bearing Strength is Given
Area of supporting concrete=Area of base plate*((Nominal bearing strength/(Compressive strength*0.85))^2) GO
Area of the Base Plate when Nominal Bearing Strength is Given
Area of base plate=Area of supporting concrete/((Nominal bearing strength/(Compressive strength*0.85))^2) GO
Nominal Bearing Strength of the Concrete
Nominal bearing strength=Compressive strength*0.85*sqrt(Area of supporting concrete/Area of base plate) GO
Required Area of a Base Plate for a Factored Load
Area of base plate=Factored Load/(0.85*Strength reduction factor*Compressive strength) GO
Factored Load when Base Plate Area is Given
Factored Load=Area of base plate*0.85*Strength reduction factor*Compressive strength GO
Allowable Bond Stress for Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408
Allowable bond stress=2.1*sqrt(Compressive strength) GO

1 Other formulas that calculate the same Output

Allowable Bond Stress for Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408
Allowable bond stress=2.1*sqrt(Compressive strength) GO

Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408 Formula

Allowable bond stress=3*sqrt(Compressive strength)
S<sub>b</sub>=3*sqrt(f'<sub>c</sub>)
More formulas
Allowable Bond Stress for Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408 GO
Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given GO
Unsupported Column Length for Single Curvature Bent Member when Load Reduction Factor is Given GO
Load Reduction Factor when the Member is Bent in a Single Curvature GO
Radius of Gyration for Fixed End Columns when Load Reduction Factor is Given GO
Unsupported Column Length for Fixed End Columns when Load Reduction Factor is Given GO
Load Reduction Factor when the Ends of the Column are Fixed GO
Maximum Permissible Eccentricity for Spiral Columns GO
Maximum Permissible Eccentricity for Tied Columns GO
Circle Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given GO
Column Diameter when Maximum Permissible Eccentricity for Spiral Columns is Given GO
Circle Diameter when Axial Load for Spiral Columns is Given GO
Reinforcement Yield Strength when Axial Load for Spiral Columns is Given GO
Longitudinal Reinforcement Area when Axial Load for Spiral Columns is Given GO
Axial Load for Spiral Columns GO
Reinforcement Yield Strength when Axial Load for Tied Columns is Given GO
Tension Reinforcement Area when Axial Load for Tied Columns is Given GO
Axial Load for Tied Columns GO
Axial Moment at Balanced Condition GO
Axial Load at Balanced Condition GO

What is Bond in concrete?

Bond can also refer to adhesive force between cement paste and aggregate, creating a resistance to tensile or shear stresses in the concrete itself.

How to Calculate Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408?

Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408 calculator uses Allowable bond stress=3*sqrt(Compressive strength) to calculate the Allowable bond stress, The Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408 formula is defined as the shear force per unit nominal surface area of reinforcing bar. The stress is acting on the interface between bars and surrounding concrete and along the direction parallel to the bars. Allowable bond stress and is denoted by Sb symbol.

How to calculate Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408 using this online calculator? To use this online calculator for Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408, enter Compressive strength (f'c) and hit the calculate button. Here is how the Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408 calculation can be explained with given input values -> 84.0285 = 3*sqrt(784.531999999945).

FAQ

What is Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408?
The Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408 formula is defined as the shear force per unit nominal surface area of reinforcing bar. The stress is acting on the interface between bars and surrounding concrete and along the direction parallel to the bars and is represented as Sbc) or Allowable bond stress=3*sqrt(Compressive strength). Compressive strength is is the capacity of a material or structure to withstand loads tending to reduce size, as opposed to which withstands loads tending to elongate.
How to calculate Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408?
The Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408 formula is defined as the shear force per unit nominal surface area of reinforcing bar. The stress is acting on the interface between bars and surrounding concrete and along the direction parallel to the bars is calculated using Allowable bond stress=3*sqrt(Compressive strength). To calculate Allowable Bond Stress for Other Tension Bars of Sizes and Deformations Conforming to ASTM A 408, you need Compressive strength (f'c). With our tool, you need to enter the respective value for Compressive strength 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 Allowable bond stress?
In this formula, Allowable bond stress uses Compressive strength. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Allowable bond stress=2.1*sqrt(Compressive strength)
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