Force in Slab given Total Area of Steel Section Calculator

✖The area of steel reinforcement is the area covered by the steel members in concrete in tension zone.ⓘ Area of Steel Reinforcement [A_st]			+10% -10%
✖Yield strength of steel is the level of stress that corresponds to the yield point.ⓘ Yield Strength of Steel [f_y]			+10% -10%

✖Slab Force at maximum positive moments.ⓘ Force in Slab given Total Area of Steel Section [P_{on slab}]

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Formula

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Force in Slab given Total Area of Steel Section

Formula

`"P"_{"on slab"} = "A"_{"st"}*"f"_{"y"}`

Example

`"245kN"="980mm²"*"250MPa"`

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Force in Slab given Total Area of Steel Section Solution

STEP 0: Pre-Calculation Summary

Formula Used

Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
P_{on slab} = A_st*f_y
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

P_{on slab} = A_st*f_y --> 0.00098*250000000

Evaluating ... ...

P_{on 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)

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Created by Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal

Rithik Agrawal has created this Calculator and 1300+ more calculators!

Verified by Mridul Sharma

Indian Institute of Information Technology (IIIT), Bhopal

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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

Ultimate Shear Connector Strength given Number of Connectors in Bridges

Go Ultimate Shear Connector Stress = Slab Force/(No of Connector in Bridge*Reduction Factor)

Reduction Factor given Number of Connectors in Bridges

Go Reduction Factor = Slab Force/(No of Connector in Bridge*Ultimate Shear Connector Stress)

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

Ultimate Shear Connector Strength given Number of Connectors in Bridges

Go Ultimate Shear Connector Stress = Slab Force/(No of Connector in Bridge*Reduction Factor)

Reduction Factor given Number of Connectors in Bridges

Go Reduction Factor = Slab Force/(No of Connector in Bridge*Ultimate Shear Connector Stress)

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 given Total Area of Steel Section Formula

Slab Force = Area of Steel Reinforcement*Yield Strength of Steel
P_{on slab} = A_st*f_y

What is Slab and its types?

A reinforced concrete slab is a planar structural element and is used to provide a flat surface (floors/ceilings) in buildings. On the basis of reinforcement provided, beam support, and the ratio of the spans, slabs are generally classified into one-way slab and two-way slab

How to Calculate Force in Slab given Total Area of Steel Section?

Force in Slab given Total Area of Steel Section calculator uses Slab Force = Area of Steel Reinforcement*Yield Strength of Steel to calculate the Slab Force, The Force in Slab given Total Area of Steel Section formula is defined as the force acting at the point of a maximum positive moment in the section. Slab Force is denoted by P_{on slab} symbol.

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

FAQ

What is Force in Slab given Total Area of Steel Section?

The Force in Slab given Total Area of Steel Section formula is defined as the force acting at the point of a maximum positive moment in the section and is represented as P_{on slab} = A_st*f_y 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 given Total Area of Steel Section?

The Force in Slab given Total Area of Steel Section formula is defined as the force acting at the point of a maximum positive moment in the section is calculated using Slab Force = Area of Steel Reinforcement*Yield Strength of Steel. To calculate Force in Slab given Total Area of Steel Section, you need Area of Steel Reinforcement (A_st) & Yield Strength of Steel (f_y). 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 = Area of Steel Reinforcement*Yield Strength of Steel
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 = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress
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
Slab Force = Area of Steel Reinforcement*Yield Strength of Steel

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