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Equation for Crack Control Specific Limits Calculator

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Crack Control of Flexural Members

✖Stress in Reinforcement can be defined as the force applied along an the reinforcement upon a cross sectional area of reinforcement.ⓘ Stress in Reinforcement [f_s]			+10% -10%
✖Thickness of Concrete Cover can be described as the length of concrete cover measured from extreme tension surface to center of bar closest to that surface.ⓘ Thickness of Concrete Cover [d_c]			+10% -10%
✖Effective Tension Area of Concrete can be described as the area surrounding main tension reinforcement.ⓘ Effective Tension Area of Concrete [A]			+10% -10%

✖Crack Control Limits can be described when reinforcement is subjected to high stresses so that there is control limits for cracks.ⓘ Equation for Crack Control Specific Limits [z]

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Equation for Crack Control Specific Limits Solution

STEP 0: Pre-Calculation Summary

Formula Used

Crack Control Limits = Stress in Reinforcement*(Thickness of Concrete Cover*Effective Tension Area of Concrete)^(1/3)
z = f_s*(d_c*A)^(1/3)
This formula uses 4 Variables

Variables Used

Crack Control Limits - (Measured in Pound-Force per Inch) - Crack Control Limits can be described when reinforcement is subjected to high stresses so that there is control limits for cracks.
Stress in Reinforcement - (Measured in Pascal) - Stress in Reinforcement can be defined as the force applied along an the reinforcement upon a cross sectional area of reinforcement.
Thickness of Concrete Cover - (Measured in Meter) - Thickness of Concrete Cover can be described as the length of concrete cover measured from extreme tension surface to center of bar closest to that surface.
Effective Tension Area of Concrete - (Measured in Square Meter) - Effective Tension Area of Concrete can be described as the area surrounding main tension reinforcement.

STEP 1: Convert Input(s) to Base Unit

Stress in Reinforcement: 3.56 Kilonewton per Square Meter --> 3560 Pascal (Check conversion here)
Thickness of Concrete Cover: 1000.3 Inch --> 25.4076200001016 Meter (Check conversion here)
Effective Tension Area of Concrete: 1000.2 Square Inch --> 0.645289032005162 Square Meter (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

z = f_s*(d_c*A)^(1/3) --> 3560*(25.4076200001016*0.645289032005162)^(1/3)

Evaluating ... ...

z = 9043.90699638255

STEP 3: Convert Result to Output's Unit

1583830.81053156 Newton per Meter -->9043.90699638255 Pound-Force per Inch (Check conversion here)

FINAL ANSWER

9043.90699638255 ≈ 9043.907 Pound-Force per Inch <-- Crack Control Limits

(Calculation completed in 00.004 seconds)

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Home » Engineering » Civil » Structural Engineering » Concrete Structures » Behaviour in Flexure » Analysis using Limit State Method » Serviceability Limit States Deflection and Cracking » Crack Control of Flexural Members » Equation for Crack Control Specific Limits

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< Crack Control of Flexural Members Calculators

Equation for Crack Control Specific Limits

LaTeX Go Crack Control Limits = Stress in Reinforcement*(Thickness of Concrete Cover*Effective Tension Area of Concrete)^(1/3)

Stress Calculated in Crack Control

LaTeX Go Stress in Reinforcement = Crack Control Limits/(Thickness of Concrete Cover*Effective Tension Area of Concrete)^1/3

Equation for Crack Control Specific Limits Formula

LaTeX Go

Crack Control Limits = Stress in Reinforcement*(Thickness of Concrete Cover*Effective Tension Area of Concrete)^(1/3)
z = f_s*(d_c*A)^(1/3)

What are Crack Control Limits?

Specific crack control limits when reinforcement is subjected to high stress are 175 kip/in (30.6 kN/mm) for interior exposures and 145 kip/in (25.3 kN/mm) for exterior exposures.

How to Calculate Equation for Crack Control Specific Limits?

Equation for Crack Control Specific Limits calculator uses Crack Control Limits = Stress in Reinforcement*(Thickness of Concrete Cover*Effective Tension Area of Concrete)^(1/3) to calculate the Crack Control Limits, The Equation for Crack Control Specific Limits is defined as the reinforcement is subjected to high stresses, the cross sections of maximum positive and negative moment should be proportioned for crack control so that specific limits are satisfied by the above equation. Crack Control Limits is denoted by z symbol.

How to calculate Equation for Crack Control Specific Limits using this online calculator? To use this online calculator for Equation for Crack Control Specific Limits, enter Stress in Reinforcement (f_s), Thickness of Concrete Cover (d_c) & Effective Tension Area of Concrete (A) and hit the calculate button. Here is how the Equation for Crack Control Specific Limits calculation can be explained with given input values -> 0.294884 = 3560*(25.4076200001016*0.645289032005162)^(1/3).

FAQ

What is Equation for Crack Control Specific Limits?

The Equation for Crack Control Specific Limits is defined as the reinforcement is subjected to high stresses, the cross sections of maximum positive and negative moment should be proportioned for crack control so that specific limits are satisfied by the above equation and is represented as z = f_s*(d_c*A)^(1/3) or Crack Control Limits = Stress in Reinforcement*(Thickness of Concrete Cover*Effective Tension Area of Concrete)^(1/3). Stress in Reinforcement can be defined as the force applied along an the reinforcement upon a cross sectional area of reinforcement, Thickness of Concrete Cover can be described as the length of concrete cover measured from extreme tension surface to center of bar closest to that surface & Effective Tension Area of Concrete can be described as the area surrounding main tension reinforcement.

How to calculate Equation for Crack Control Specific Limits?

The Equation for Crack Control Specific Limits is defined as the reinforcement is subjected to high stresses, the cross sections of maximum positive and negative moment should be proportioned for crack control so that specific limits are satisfied by the above equation is calculated using Crack Control Limits = Stress in Reinforcement*(Thickness of Concrete Cover*Effective Tension Area of Concrete)^(1/3). To calculate Equation for Crack Control Specific Limits, you need Stress in Reinforcement (f_s), Thickness of Concrete Cover (d_c) & Effective Tension Area of Concrete (A). With our tool, you need to enter the respective value for Stress in Reinforcement, Thickness of Concrete Cover & Effective Tension Area of Concrete and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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