Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength Solution

STEP 0: Pre-Calculation Summary
Formula Used
Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
Pon slab = Ast*fy
This formula uses 3 Variables
Variables Used
Slab Force - (Measured in Newton) - Slab Force at maximum positive moments.
Area of Steel Reinforcement - (Measured in Square Meter) - The area of steel reinforcement is the area covered by the steel members in concrete in tension zone.
Yield Strength of Steel - (Measured in Pascal) - Yield strength of steel is the level of stress that corresponds to the yield point.
STEP 1: Convert Input(s) to Base Unit
Area of Steel Reinforcement: 980 Square Millimeter --> 0.00098 Square Meter (Check conversion here)
Yield Strength of Steel: 250 Megapascal --> 250000000 Pascal (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Pon slab = Ast*fy --> 0.00098*250000000
Evaluating ... ...
Pon slab = 245000
STEP 3: Convert Result to Output's Unit
245000 Newton -->245 Kilonewton (Check conversion here)
FINAL ANSWER
245 Kilonewton <-- Slab Force
(Calculation completed in 00.004 seconds)

Credits

Created by Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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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

Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength Formula

Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
Pon slab = Ast*fy

What is Slab?

Slab is an important structural element which is constructed to create buildings, houses, flats and useful surface such as raft slab, roof coverings. Slab is two dimensional or planar element.

How to Calculate Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength?

Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength calculator uses Slab Force = Area of Steel Reinforcement*Yield Strength of Steel to calculate the Slab Force, The Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength formula is defined as a force acting at a particular point depending on the area of steel used. Slab Force is denoted by Pon slab symbol.

How to calculate Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength using this online calculator? To use this online calculator for Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength, enter Area of Steel Reinforcement (Ast) & Yield Strength of Steel (fy) and hit the calculate button. Here is how the Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength calculation can be explained with given input values -> 0.245 = 0.00098*250000000.

FAQ

What is Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength?
The Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength formula is defined as a force acting at a particular point depending on the area of steel used and is represented as Pon slab = Ast*fy or Slab Force = Area of Steel Reinforcement*Yield Strength of Steel. The area of steel reinforcement is the area covered by the steel members in concrete in tension zone & Yield strength of steel is the level of stress that corresponds to the yield point.
How to calculate Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength?
The Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength formula is defined as a force acting at a particular point depending on the area of steel used is calculated using Slab Force = Area of Steel Reinforcement*Yield Strength of Steel. To calculate Force in Slab at Maximum Negative Moments given Reinforcing Steel Yield Strength, you need Area of Steel Reinforcement (Ast) & Yield Strength of Steel (fy). With our tool, you need to enter the respective value for Area of Steel Reinforcement & Yield Strength of Steel 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 Slab Force?
In this formula, Slab Force uses Area of Steel Reinforcement & Yield Strength of Steel. We can use 8 other way(s) to calculate the same, which is/are as follows -
  • Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Force in Slab at Negative Moment Point
  • Slab Force = 0.85*Effective Concrete Area*28 Day Compressive Strength of Concrete
  • Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress
  • Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
  • Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress
  • Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
  • Slab Force = 0.85*Effective Concrete Area*28 Day Compressive Strength of Concrete
  • Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Force in Slab at Negative Moment Point
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