Force in Slab given Number of Connectors in Bridges Solution

STEP 0: Pre-Calculation Summary
Formula Used
Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress
Pon slab = N*Φ*Sultimate
This formula uses 4 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.
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)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Pon slab = N*Φ*Sultimate --> 15*0.85*20000
Evaluating ... ...
Pon slab = 255000
STEP 3: Convert Result to Output's Unit
255000 Newton -->255 Kilonewton (Check conversion ​here)
FINAL ANSWER
255 Kilonewton <-- Slab Force
(Calculation completed in 00.004 seconds)

Credits

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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!
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Verified by Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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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 given Number of Connectors in Bridges Formula

​LaTeX ​Go
Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress
Pon slab = N*Φ*Sultimate

What is Slab and its function?

Slabs are the flooring systems of most structures including office, commercial and residential buildings, bridges, sports stadiums and other facilities building. The main functions of slabs are generally to carry gravity forces, such as loads from human weight, goods and furniture, vehicles and so on. In modern structure design particularly for high rise buildings and basement structures, slabs as floor diaphragms help in resisting external lateral actions such as wind, earthquake and lateral earth load.

How to Calculate Force in Slab given Number of Connectors in Bridges?

Force in Slab given Number of Connectors in Bridges calculator uses Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress to calculate the Slab Force, The Force in Slab given Number of Connectors in Bridges formula is defined as the force acting at the point of the maximum positive moment and end supports. Slab Force is denoted by Pon slab symbol.

How to calculate Force in Slab given Number of Connectors in Bridges using this online calculator? To use this online calculator for Force in Slab given Number of Connectors in Bridges, enter No of Connector in Bridge (N), Reduction Factor (Φ) & Ultimate Shear Connector Stress (Sultimate) and hit the calculate button. Here is how the Force in Slab given Number of Connectors in Bridges calculation can be explained with given input values -> 0.255 = 15*0.85*20000.

FAQ

What is Force in Slab given Number of Connectors in Bridges?
The Force in Slab given Number of Connectors in Bridges formula is defined as the force acting at the point of the maximum positive moment and end supports and is represented as Pon slab = N*Φ*Sultimate or Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress. 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.
How to calculate Force in Slab given Number of Connectors in Bridges?
The Force in Slab given Number of Connectors in Bridges formula is defined as the force acting at the point of the maximum positive moment and end supports is calculated using Slab Force = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress. To calculate Force in Slab given Number of Connectors in Bridges, you need No of Connector in Bridge (N), Reduction Factor (Φ) & Ultimate Shear Connector Stress (Sultimate). With our tool, you need to enter the respective value for No of Connector in Bridge, Reduction Factor & Ultimate Shear Connector Stress 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. 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 = 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
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