Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges Calculator

✖No of Connector in Bridge is total number of joints.ⓘ No of Connector in Bridge [N]			+10% -10%
✖Reduction Factor is constant term used as factor for load calculation.ⓘ Reduction Factor [Φ]			+10% -10%
✖Ultimate Shear Connector Stress is the maximum strength in shear.ⓘ Ultimate Shear Connector Stress [S_ultimate]			+10% -10%
✖Force in Slab at negative moment point is the force where maximum negative occurs.ⓘ Force in Slab at Negative Moment Point [P₃]			+10% -10%

✖Slab Force at maximum positive moments.ⓘ Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges [P_{on slab}]

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Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges Solution

STEP 0: Pre-Calculation Summary

Formula Used

Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Force in Slab at Negative Moment Point
P_{on slab} = N*Φ*S_ultimate-P₃
This formula uses 5 Variables

Variables Used

Slab Force - (Measured in Newton) - Slab Force at maximum positive moments.
No of Connector in Bridge - No of Connector in Bridge is total number of joints.
Reduction Factor - Reduction Factor is constant term used as factor for load calculation.
Ultimate Shear Connector Stress - (Measured in Newton) - Ultimate Shear Connector Stress is the maximum strength in shear.
Force in Slab at Negative Moment Point - (Measured in Newton) - Force in Slab at negative moment point is the force where maximum negative occurs.

STEP 1: Convert Input(s) to Base Unit

No of Connector in Bridge: 15 --> No Conversion Required
Reduction Factor: 0.85 --> No Conversion Required
Ultimate Shear Connector Stress: 20 Kilonewton --> 20000 Newton (Check conversion here)
Force in Slab at Negative Moment Point: 10 Kilonewton --> 10000 Newton (Check conversion here)

STEP 2: Evaluate Formula

Substituting Input Values in Formula

P_{on slab} = N*Φ*S_ultimate-P₃ --> 15*0.85*20000-10000

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

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< Number of Connectors in Bridges Calculators

Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges

LaTeX Go Force in Slab at Negative Moment Point = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Slab Force

28-day Compressive Strength of Concrete given Force in Slab

LaTeX Go 28 Day Compressive Strength of Concrete = Slab Force/(0.85*Effective Concrete Area)

Effective Concrete Area given Force in Slab

LaTeX Go Effective Concrete Area = Slab Force/(0.85*28 Day Compressive Strength of Concrete)

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

LaTeX Go Area of Steel Reinforcement = Slab Force/Yield Strength of Steel

< Number of Connectors in Bridges Calculators

Ultimate Shear Connector Strength given Number of Connectors in Bridges

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

Reduction Factor given Number of Connectors in Bridges

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

Number of Connectors in Bridges

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

Force in Slab given Number of Connectors in Bridges

LaTeX Go Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress

Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges Formula

LaTeX Go

Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Force in Slab at Negative Moment Point
P_{on slab} = N*Φ*S_ultimate-P₃

What is One Way Slab?

One way slab is a slab which is supported by beams on the two opposite sides to carry the load along one direction. The ratio of longer span (l) to shorter span (b) is equal or greater than 2, considered as One way slab because this slab will bend in one direction i.e in the direction along its shorter span.

How to Calculate Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges?

Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges calculator uses Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Force in Slab at Negative Moment Point to calculate the Slab Force, The Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges formula is defined as force acting at particular point. Slab Force is denoted by P_{on slab} symbol.

How to calculate Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges using this online calculator? To use this online calculator for Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges, enter No of Connector in Bridge (N), Reduction Factor (Φ), Ultimate Shear Connector Stress (S_ultimate) & Force in Slab at Negative Moment Point (P₃) and hit the calculate button. Here is how the Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges calculation can be explained with given input values -> 0.245 = 15*0.85*20000-10000.

FAQ

What is Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges?

The Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges formula is defined as force acting at particular point and is represented as P_{on slab} = N*Φ*S_ultimate-P₃ or Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Force in Slab at Negative Moment Point. No of Connector in Bridge is total number of joints, Reduction Factor is constant term used as factor for load calculation, Ultimate Shear Connector Stress is the maximum strength in shear & Force in Slab at negative moment point is the force where maximum negative occurs.

How to calculate Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges?

The Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges formula is defined as force acting at particular point is calculated using Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Force in Slab at Negative Moment Point. To calculate Force in Slab at Maximum Positive Moments given Minimum Number of Connectors for Bridges, you need No of Connector in Bridge (N), Reduction Factor (Φ), Ultimate Shear Connector Stress (S_ultimate) & Force in Slab at Negative Moment Point (P₃). With our tool, you need to enter the respective value for No of Connector in Bridge, Reduction Factor, Ultimate Shear Connector Stress & Force in Slab at Negative Moment Point 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 No of Connector in Bridge, Reduction Factor, Ultimate Shear Connector Stress & Force in Slab at Negative Moment Point. We can use 3 other way(s) to calculate the same, which is/are as follows -

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

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