Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments Solution

STEP 0: Pre-Calculation Summary
Formula Used
Area of Steel Reinforcement = Slab Force/Yield Strength of Steel
Ast = Pon slab/fy
This formula uses 3 Variables
Variables Used
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.
Slab Force - (Measured in Newton) - Slab Force at maximum positive moments.
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
Slab Force: 245 Kilonewton --> 245000 Newton (Check conversion here)
Yield Strength of Steel: 250 Megapascal --> 250000000 Pascal (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Ast = Pon slab/fy --> 245000/250000000
Evaluating ... ...
Ast = 0.00098
STEP 3: Convert Result to Output's Unit
0.00098 Square Meter -->980 Square Millimeter (Check conversion here)
FINAL ANSWER
980 Square Millimeter <-- Area of Steel Reinforcement
(Calculation completed in 00.004 seconds)

Credits

Created by Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 1300+ more calculators!
Verified by Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
Chandana P Dev has verified this Calculator and 1700+ more calculators!

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

Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments Formula

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

What is Balanced Section?

A balanced sections is that in which stress in concrete and steel reach their permissible value at the same time. The percentage of steel corresponding to this section is called as balanced steel and the neutral axis is called as critical neutral axis.

How to Calculate Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments?

Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments calculator uses Area of Steel Reinforcement = Slab Force/Yield Strength of Steel to calculate the Area of Steel Reinforcement, The Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments formula is defined as amount of steel required for designing the section within effective flange. Area of Steel Reinforcement is denoted by Ast symbol.

How to calculate Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments using this online calculator? To use this online calculator for Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments, enter Slab Force (Pon slab) & Yield Strength of Steel (fy) and hit the calculate button. Here is how the Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments calculation can be explained with given input values -> 9.8E+8 = 245000/250000000.

FAQ

What is Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments?
The Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments formula is defined as amount of steel required for designing the section within effective flange and is represented as Ast = Pon slab/fy or Area of Steel Reinforcement = Slab Force/Yield Strength of Steel. Slab Force at maximum positive moments & Yield strength of steel is the level of stress that corresponds to the yield point.
How to calculate Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments?
The Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments formula is defined as amount of steel required for designing the section within effective flange is calculated using Area of Steel Reinforcement = Slab Force/Yield Strength of Steel. To calculate Area of Longitudinal Reinforcing given Force in Slab at Maximum Negative Moments, you need Slab Force (Pon slab) & Yield Strength of Steel (fy). With our tool, you need to enter the respective value for Slab Force & 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 Area of Steel Reinforcement?
In this formula, Area of Steel Reinforcement uses Slab Force & Yield Strength of Steel. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Area of Steel Reinforcement = Slab Force/Yield Strength of Steel
  • Area of Steel Reinforcement = Slab Force/Yield Strength of Steel
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!