Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 400+ more calculators!
Shikha Maurya
Indian Institute of Technology (IIT), Bombay
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11 Other formulas that you can solve using the same Inputs

Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given
Average Channel Flange Thickness=Ultimate Shear Connector Strength/(17.4*Channel Length*((28 Day Compressive Strength of Concrete)^0.5))-Web thickness/2 GO
Ultimate Shear Connector Strength when Minimum Number of Connectors in Bridges is Given
Ultimate Shear Connector Strength=(Force in Slab+Force in Slab at negative moment point)/(Reduction Factor*Number of Connectors in Bridges) GO
Reduction Factor when Minimum Number of Connectors in Bridges is Given
Reduction Factor=(Force in Slab+Force in Slab at negative moment point)/(Ultimate Shear Connector Strength*Number of Connectors in Bridges) GO
Minimum Number of Connectors for Bridges
Number of Connectors in Bridges=(Force in Slab+Force in Slab at negative moment point)/(Reduction Factor*Ultimate Shear Connector Strength) GO
Force in Slab at Maximum Negative Moments when Minimum Number of Connectors for Bridges is Given
Force in Slab at negative moment point=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength-Force in Slab GO
Reduction Factor when Number of Connectors in Bridges is Given
Reduction Factor=Force in Slab/(Number of Connectors in Bridges*Ultimate Shear Connector Strength) GO
Ultimate Shear Connector Strength when Number of Connectors in Bridges is Given
Ultimate Shear Connector Strength=Force in Slab/(Number of Connectors in Bridges*Reduction Factor) GO
Number of Connectors in Bridges
Number of Connectors in Bridges=Force in Slab/(Reduction Factor*Ultimate Shear Connector Strength) GO
Force in Slab when Number of Connectors in Bridges is Given
Force in Slab=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength GO
Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given
Area of Reinforcement=Force in Slab at negative moment point/yield strength of steel GO
Reinforcing Steel Yield Strength when Force in Slab at Maximum Negative Moments is Given
yield strength of steel=Force in Slab at negative moment point/Area of Reinforcement GO

3 Other formulas that calculate the same Output

Force in Slab when Number of Connectors in Bridges is Given
Force in Slab=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength GO
Force in Slab when Effective Concrete Area is Given
Force in Slab=0.85*Concrete Area*28 Day Compressive Strength of Concrete GO
Force in Slab when Total Area of Steel Section is Given
Force in Slab=Total Area of Steel Section*yield strength of steel GO

Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given Formula

Force in Slab=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength-Force in Slab at negative moment point
P=N*Φ*S<sub>u</sub>-P<sub>3</sub>
More formulas
Number of Connectors in Bridges GO
Force in Slab when Number of Connectors in Bridges is Given GO
Reduction Factor when Number of Connectors in Bridges is Given GO
Ultimate Shear Connector Strength when Number of Connectors in Bridges is Given GO
Force in Slab when Total Area of Steel Section is Given GO
Total Area of Steel Section when Force in Slab is Given GO
Steel Yield Strength when Total Area of Steel Section is Given GO
Force in Slab when Effective Concrete Area is Given GO
Effective Concrete Area when Force in Slab is Given GO
28-day Compressive Strength of Concrete when Force in Slab is Given GO
Minimum Number of Connectors for Bridges GO
Force in Slab at Maximum Negative Moments when Minimum Number of Connectors for Bridges is Given GO
Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given GO
Reduction Factor when Minimum Number of Connectors in Bridges is Given GO
Ultimate Shear Connector Strength when Minimum Number of Connectors in Bridges is Given GO
Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given GO
Reinforcing Steel Yield Strength when Force in Slab at Maximum Negative Moments is Given GO

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 when Minimum Number of Connectors for Bridges is Given?

Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given calculator uses Force in Slab=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength-Force in Slab at negative moment point to calculate the Force in Slab, The Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given formula is defined as force acting at a particular point. Force in Slab and is denoted by P symbol.

How to calculate Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given using this online calculator? To use this online calculator for Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given, enter Number of Connectors in Bridges (N), Reduction Factor (Φ), Ultimate Shear Connector Strength (Su) and Force in Slab at negative moment point (P3) and hit the calculate button. Here is how the Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given calculation can be explained with given input values -> 75 = 10*0.85*10000-10000.

FAQ

What is Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given?
The Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given formula is defined as force acting at a particular point and is represented as P=N*Φ*Su-P3 or Force in Slab=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength-Force in Slab at negative moment point. Number of Connectors in Bridges is total number of joints, Reduction Factor is constant term used as factor for load calculation, Ultimate Shear Connector Strength is maximum strength in shear and Force in Slab at negative moment point is the force where maximum negative occurs.
How to calculate Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given?
The Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given formula is defined as force acting at a particular point is calculated using Force in Slab=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength-Force in Slab at negative moment point. To calculate Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given, you need Number of Connectors in Bridges (N), Reduction Factor (Φ), Ultimate Shear Connector Strength (Su) and Force in Slab at negative moment point (P3). With our tool, you need to enter the respective value for Number of Connectors in Bridges, Reduction Factor, Ultimate Shear Connector Strength and 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 Force in Slab?
In this formula, Force in Slab uses Number of Connectors in Bridges, Reduction Factor, Ultimate Shear Connector Strength and Force in Slab at negative moment point. We can use 3 other way(s) to calculate the same, which is/are as follows -
  • Force in Slab=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength
  • Force in Slab=Total Area of Steel Section*yield strength of steel
  • Force in Slab=0.85*Concrete Area*28 Day Compressive Strength of Concrete
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