Allowable Bond Stress for Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408 Solution

STEP 0: Pre-Calculation Summary
Formula Used
Allowable Bond Stress = 2.1*sqrt(Specified Compressive Strength at 28 Days)
Sb = 2.1*sqrt(f'c)
This formula uses 1 Functions, 2 Variables
Functions Used
sqrt - A square root function is a function that takes a non-negative number as an input and returns the square root of the given input number., sqrt(Number)
Variables Used
Allowable Bond Stress - (Measured in Pascal) - Allowable bond stress is allowable force of adhesion per unit area of contact between two bonded surfaces.
Specified Compressive Strength at 28 Days - (Measured in Pascal) - Specified Compressive Strength at 28 Days is the capacity of a material or structure to withstand loads tending to reduce the size, as opposed to which withstands loads tending to elongate.
STEP 1: Convert Input(s) to Base Unit
Specified Compressive Strength at 28 Days: 80 Pascal --> 80 Pascal No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Sb = 2.1*sqrt(f'c) --> 2.1*sqrt(80)
Evaluating ... ...
Sb = 18.7829710109982
STEP 3: Convert Result to Output's Unit
18.7829710109982 Pascal -->18.7829710109982 Newton per Square Meter (Check conversion ​here)
FINAL ANSWER
18.7829710109982 18.78297 Newton per Square Meter <-- Allowable Bond Stress
(Calculation completed in 00.004 seconds)

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Design of Short Column under Axial Compression Calculators

Concrete Compressive Strength given Total Allowable Axial Load
​ LaTeX ​ Go Characteristic Compressive Strength = ((Total Allowable Load/Gross Area of Column)-(Allowable Stress in Vertical Reinforcement*Area Ratio of Cross Sectional Area to Gross Area))/0.25
Allowable Stress in Vertical Concrete Reinforcing given Total Allowable Axial Load
​ LaTeX ​ Go Allowable Stress in Vertical Reinforcement = (Allowable Load/Gross Area of Column-0.25*Specified Compressive Strength at 28 Days)/Area Ratio of Cross Sectional Area to Gross Area
Gross Cross-Sectional Area of Column given Total Allowable Axial Load
​ LaTeX ​ Go Gross Area of Column = Allowable Load/(0.25*Specified Compressive Strength at 28 Days+Allowable Stress in Vertical Reinforcement*Area Ratio of Cross Sectional Area to Gross Area)
Total Allowable Axial Load for Short Columns
​ LaTeX ​ Go Allowable Load = Gross Area of Column*(0.25*Specified Compressive Strength at 28 Days+Allowable Stress in Vertical Reinforcement*Area Ratio of Cross Sectional Area to Gross Area)

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

​LaTeX ​Go
Allowable Bond Stress = 2.1*sqrt(Specified Compressive Strength at 28 Days)
Sb = 2.1*sqrt(f'c)

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 Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408?

Allowable Bond Stress for Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408 calculator uses Allowable Bond Stress = 2.1*sqrt(Specified Compressive Strength at 28 Days) to calculate the Allowable Bond Stress, The Allowable Bond Stress for Horizontal 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 is denoted by Sb symbol.

How to calculate Allowable Bond Stress for Horizontal 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 Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408, enter Specified Compressive Strength at 28 Days (f'c) and hit the calculate button. Here is how the Allowable Bond Stress for Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408 calculation can be explained with given input values -> 18.78297 = 2.1*sqrt(80).

FAQ

What is Allowable Bond Stress for Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408?
The Allowable Bond Stress for Horizontal 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 Sb = 2.1*sqrt(f'c) or Allowable Bond Stress = 2.1*sqrt(Specified Compressive Strength at 28 Days). Specified Compressive Strength at 28 Days is the capacity of a material or structure to withstand loads tending to reduce the size, as opposed to which withstands loads tending to elongate.
How to calculate Allowable Bond Stress for Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408?
The Allowable Bond Stress for Horizontal 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 = 2.1*sqrt(Specified Compressive Strength at 28 Days). To calculate Allowable Bond Stress for Horizontal Tension Bars of Sizes and Deformations Conforming to ASTM A 408, you need Specified Compressive Strength at 28 Days (f'c). With our tool, you need to enter the respective value for Specified Compressive Strength at 28 Days 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 Specified Compressive Strength at 28 Days. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Allowable Bond Stress = 3*sqrt(Specified Compressive Strength at 28 Days)
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