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

STEP 0: Pre-Calculation Summary
Formula Used
Force in Slab at Negative Moment Point = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Slab Force
P3 = N*Φ*Sultimate-Pon slab
This formula uses 5 Variables
Variables Used
Force in Slab at Negative Moment Point - (Measured in Newton) - Force in Slab at negative moment point is the force where maximum negative occurs.
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.
Slab Force - (Measured in Newton) - Slab Force at maximum positive moments.
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)
Slab Force: 245 Kilonewton --> 245000 Newton (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
P3 = N*Φ*Sultimate-Pon slab --> 15*0.85*20000-245000
Evaluating ... ...
P3 = 10000
STEP 3: Convert Result to Output's Unit
10000 Newton -->10 Kilonewton (Check conversion here)
FINAL ANSWER
10 Kilonewton <-- Force in Slab at Negative Moment Point
(Calculation completed in 00.004 seconds)

Credits

Created by Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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Birsa Institute of Technology (BIT), Sindri
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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 Minimum Number of Connectors for Bridges Formula

Force in Slab at Negative Moment Point = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Slab Force
P3 = N*Φ*Sultimate-Pon slab

What is Two Way Slab?

Two way slab is a slab supported by beams on all the four sides and the loads are carried by the supports along with both directions, it is known as two way slab. In two way slab, the ratio of longer span (l) to shorter span (b) is less than 2. In two way slabs, the load will be carried in both the directions.

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

Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges calculator uses Force in Slab at Negative Moment Point = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Slab Force to calculate the Force in Slab at Negative Moment Point, The Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges formula is defined as the force acting on the slab at a point. Force in Slab at Negative Moment Point is denoted by P3 symbol.

How to calculate Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges using this online calculator? To use this online calculator for Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges, enter No of Connector in Bridge (N), Reduction Factor (Φ), Ultimate Shear Connector Stress (Sultimate) & Slab Force (Pon slab) and hit the calculate button. Here is how the Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges calculation can be explained with given input values -> 0.01 = 15*0.85*20000-245000.

FAQ

What is Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges?
The Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges formula is defined as the force acting on the slab at a point and is represented as P3 = N*Φ*Sultimate-Pon slab or Force in Slab at Negative Moment Point = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Slab Force. 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 & Slab Force at maximum positive moments.
How to calculate Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges?
The Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges formula is defined as the force acting on the slab at a point is calculated using Force in Slab at Negative Moment Point = No of Connector in Bridge*Reduction Factor*Ultimate Shear Connector Stress-Slab Force. To calculate Force in Slab at Maximum Negative Moments given Minimum Number of Connectors for Bridges, you need No of Connector in Bridge (N), Reduction Factor (Φ), Ultimate Shear Connector Stress (Sultimate) & Slab Force (Pon slab). With our tool, you need to enter the respective value for No of Connector in Bridge, Reduction Factor, Ultimate Shear Connector Stress & Slab Force and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
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