28-day Compressive Strength of Concrete given Force in Slab Solution

STEP 0: Pre-Calculation Summary
Formula Used
28 Day Compressive Strength of Concrete = Slab Force/(0.85*Effective Concrete Area)
fc = Pon slab/(0.85*Aconcrete)
This formula uses 3 Variables
Variables Used
28 Day Compressive Strength of Concrete - (Measured in Pascal) - 28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it.
Slab Force - (Measured in Newton) - Slab Force at maximum positive moments.
Effective Concrete Area - (Measured in Square Meter) - The effective concrete area is the total area of concrete enclosed with the steel reinforcement in the tension zone.
STEP 1: Convert Input(s) to Base Unit
Slab Force: 245 Kilonewton --> 245000 Newton (Check conversion here)
Effective Concrete Area: 19215.69 Square Millimeter --> 0.01921569 Square Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
fc = Pon slab/(0.85*Aconcrete) --> 245000/(0.85*0.01921569)
Evaluating ... ...
fc = 14999997.0918373
STEP 3: Convert Result to Output's Unit
14999997.0918373 Pascal -->14.9999970918373 Megapascal (Check conversion here)
FINAL ANSWER
14.9999970918373 โ‰ˆ 15 Megapascal <-- 28 Day Compressive Strength of Concrete
(Calculation completed in 00.004 seconds)

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18 Number of Connectors in Bridges Calculators

Ultimate Shear Connector Strength given Minimum Number of Connectors in Bridges
Go Ultimate Shear Connector Stress = (Slab Force+Force in Slab at Negative Moment Point)/(Reduction Factor*No of Connector in Bridge)
Reduction Factor given Minimum Number of Connectors in Bridges
Go Reduction Factor = (Slab Force+Force in Slab at Negative Moment Point)/(Ultimate Shear Connector Stress*No of Connector in Bridge)
Minimum Number of Connectors for Bridges
Go No of Connector in Bridge = (Slab Force+Force in Slab at Negative Moment Point)/(Reduction Factor*Ultimate Shear Connector Stress)
Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges
Go Force in Slab at Negative Moment Point = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Slab Force
Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges
Go Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Force in Slab at Negative Moment Point
Reduction Factor given Number of Connectors in Bridges
Go Reduction Factor = Slab Force/(No of Connector in Bridge*Ultimate Shear Connector Stress)
Ultimate Shear Connector Strength given Number of Connectors in Bridges
Go Ultimate Shear Connector Stress = Slab Force/(No of Connector in Bridge*Reduction Factor)
Number of Connectors in Bridges
Go No of Connector in Bridge = Slab Force/(Reduction Factor*Ultimate Shear Connector Stress)
Force in Slab given Number of Connectors in Bridges
Go Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress
28-day Compressive Strength of Concrete given Force in Slab
Go 28 Day Compressive Strength of Concrete = Slab Force/(0.85*Effective Concrete Area)
Effective Concrete Area given Force in Slab
Go Effective Concrete Area = Slab Force/(0.85*28 Day Compressive Strength of Concrete)
Force in Slab given Effective Concrete Area
Go Slab Force = 0.85*Effective Concrete Area*28 Day Compressive Strength of Concrete
Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments
Go Area of Steel Reinforcement = Slab Force/Yield Strength of Steel
Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength
Go Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
Reinforcing Steel Yield Strength given Force in Slab at Maximum Negative Moments
Go Yield Strength of Steel = Slab Force/Area of Steel Reinforcement
Steel Yield Strength given Total Area of Steel Section
Go Yield Strength of Steel = Slab Force/Area of Steel Reinforcement
Force in Slab given Total Area of Steel Section
Go Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
Total Area of Steel Section given Force in Slab
Go Area of Steel Reinforcement = Slab Force/Yield Strength of Steel

18 Number of Connectors in Bridges Calculators

Ultimate Shear Connector Strength given Minimum Number of Connectors in Bridges
Go Ultimate Shear Connector Stress = (Slab Force+Force in Slab at Negative Moment Point)/(Reduction Factor*No of Connector in Bridge)
Reduction Factor given Minimum Number of Connectors in Bridges
Go Reduction Factor = (Slab Force+Force in Slab at Negative Moment Point)/(Ultimate Shear Connector Stress*No of Connector in Bridge)
Minimum Number of Connectors for Bridges
Go No of Connector in Bridge = (Slab Force+Force in Slab at Negative Moment Point)/(Reduction Factor*Ultimate Shear Connector Stress)
Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges
Go Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Force in Slab at Negative Moment Point
Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges
Go Force in Slab at Negative Moment Point = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Slab Force
Reduction Factor given Number of Connectors in Bridges
Go Reduction Factor = Slab Force/(No of Connector in Bridge*Ultimate Shear Connector Stress)
Ultimate Shear Connector Strength given Number of Connectors in Bridges
Go Ultimate Shear Connector Stress = Slab Force/(No of Connector in Bridge*Reduction Factor)
Number of Connectors in Bridges
Go No of Connector in Bridge = Slab Force/(Reduction Factor*Ultimate Shear Connector Stress)
Force in Slab given Number of Connectors in Bridges
Go Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress
28-day Compressive Strength of Concrete given Force in Slab
Go 28 Day Compressive Strength of Concrete = Slab Force/(0.85*Effective Concrete Area)
Effective Concrete Area given Force in Slab
Go Effective Concrete Area = Slab Force/(0.85*28 Day Compressive Strength of Concrete)
Force in Slab given Effective Concrete Area
Go Slab Force = 0.85*Effective Concrete Area*28 Day Compressive Strength of Concrete
Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength
Go Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments
Go Area of Steel Reinforcement = Slab Force/Yield Strength of Steel
Reinforcing Steel Yield Strength given Force in Slab at Maximum Negative Moments
Go Yield Strength of Steel = Slab Force/Area of Steel Reinforcement
Steel Yield Strength given Total Area of Steel Section
Go Yield Strength of Steel = Slab Force/Area of Steel Reinforcement
Force in Slab given Total Area of Steel Section
Go Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
Total Area of Steel Section given Force in Slab
Go Area of Steel Reinforcement = Slab Force/Yield Strength of Steel

28-day Compressive Strength of Concrete given Force in Slab Formula

28 Day Compressive Strength of Concrete = Slab Force/(0.85*Effective Concrete Area)
fc = Pon slab/(0.85*Aconcrete)

What is 28-day Compressive Strength of Concrete?

It measures the ability of concrete to withstand loads that will decrease the size of the concrete. Compressive strength is tested by breaking cylindrical concrete specimens in a special machine designed to measure this type of strength

How to Calculate 28-day Compressive Strength of Concrete given Force in Slab?

28-day Compressive Strength of Concrete given Force in Slab calculator uses 28 Day Compressive Strength of Concrete = Slab Force/(0.85*Effective Concrete Area) to calculate the 28 Day Compressive Strength of Concrete, The 28-day Compressive Strength of Concrete given Force in Slab formula is defined as strength gained by concrete after 28 days of curing. 28 Day Compressive Strength of Concrete is denoted by fc symbol.

How to calculate 28-day Compressive Strength of Concrete given Force in Slab using this online calculator? To use this online calculator for 28-day Compressive Strength of Concrete given Force in Slab, enter Slab Force (Pon slab) & Effective Concrete Area (Aconcrete) and hit the calculate button. Here is how the 28-day Compressive Strength of Concrete given Force in Slab calculation can be explained with given input values -> 1.5E-5 = 245000/(0.85*0.01921569).

FAQ

What is 28-day Compressive Strength of Concrete given Force in Slab?
The 28-day Compressive Strength of Concrete given Force in Slab formula is defined as strength gained by concrete after 28 days of curing and is represented as fc = Pon slab/(0.85*Aconcrete) or 28 Day Compressive Strength of Concrete = Slab Force/(0.85*Effective Concrete Area). Slab Force at maximum positive moments & The effective concrete area is the total area of concrete enclosed with the steel reinforcement in the tension zone.
How to calculate 28-day Compressive Strength of Concrete given Force in Slab?
The 28-day Compressive Strength of Concrete given Force in Slab formula is defined as strength gained by concrete after 28 days of curing is calculated using 28 Day Compressive Strength of Concrete = Slab Force/(0.85*Effective Concrete Area). To calculate 28-day Compressive Strength of Concrete given Force in Slab, you need Slab Force (Pon slab) & Effective Concrete Area (Aconcrete). With our tool, you need to enter the respective value for Slab Force & Effective Concrete Area 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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