Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 300+ more calculators!
Chandana P Dev
NSS College of Engineering (NSSCE), Palakkad
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11 Other formulas that you can solve using the same Inputs

Shear Capacity for Girders with Transverse Stiffeners
Shear Capacity for Flexural Members=0.58*yield strength of steel*Depth of Cross Section*Breadth of the web*(Shear buckling coefficient C+((1-Shear buckling coefficient C)/((1.15*(1+(Clear distance between transverse stiffeners/Height of cross section)^2)^0.5)))) GO
Maximum Ultimate Moment when Neutral Axis Lies in Web
Maximum Ultimate Moment=0.9*((area tensile steel-tensile steel area for strength)*yield strength of steel*(Depth-depth of equivalent rcsd/2)+tensile steel area for strength*yield strength of steel*(Depth-Flange Thickness/2)) GO
Equivalent Rectangular Compressive Stress Distribution Depth
depth of equivalent rcsd=(area tensile steel-tensile steel area for strength)*yield strength of steel/(0.85*strength of concrete*Width of beam web) GO
28-day Concrete Compressive Strength when Column Ultimate Strength is Given
28 Day Compressive Strength of Concrete=(Ultimate strength-Yield Strength*Area of Reinforcement)/(0.85*(Gross area-Area of Reinforcement)) GO
Yield Strength of Reinforcing Steel when Column Ultimate Strength is Given
Yield Strength=(Ultimate strength-0.85*28 Day Compressive Strength of Concrete*(Gross area-Area of Reinforcement))/Area of Reinforcement GO
Column Ultimate Strength with Zero Eccentricity of Load
Ultimate strength=0.85*28 Day Compressive Strength of Concrete*(Gross area-Area of Reinforcement)+Yield Strength*Area of Reinforcement GO
Shear Capacity for Flexural Members
Shear Capacity for Flexural Members=0.58*yield strength of steel*Height of the Section*Breadth of the web*Shear buckling coefficient C GO
Dilution
Dilution=Area of Penetration/(Area of Penetration+Area of Reinforcement) GO
Maximum bending strength for Symmetrical Flexural Compact Section for LFD of Bridges
Maximum Bending Moment=yield strength of steel*Plastic Section Modulus GO
Maximum bending strength for Symmetrical Flexural Braced Non-Compacted Section for LFD of Bridges
Maximum Bending Moment=yield strength of steel*Section Modulus GO
Allowable Unit Stress in Bending
Allowable Unit Tensile Stress=0.55*yield strength of steel GO

1 Other formulas that calculate the same Output

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

Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given Formula

Force in Slab at negative moment point=Area of Reinforcement*yield strength of steel
P<sub>3</sub>=AOR*f<sub>y</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 Positive Moments when Minimum Number of Connectors for Bridges is Given GO
Force in Slab at Maximum Negative Moments when Minimum Number of Connectors for Bridges 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 Slab ?

Slab is an important structural element which is constructed to create buildings, houses, flats and useful surface such as raft slab, roof coverings. Slab is two dimensional or planar element.

How to Calculate Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given?

Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given calculator uses Force in Slab at negative moment point=Area of Reinforcement*yield strength of steel to calculate the Force in Slab at negative moment point, The Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given is defined as force acting at particular point depending on area of steel used. Force in Slab at negative moment point and is denoted by P3 symbol.

How to calculate Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given using this online calculator? To use this online calculator for Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given, enter Area of Reinforcement (AOR) and yield strength of steel (fy) and hit the calculate button. Here is how the Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given calculation can be explained with given input values -> 2000 = 1*2000000.

FAQ

What is Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given?
The Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given is defined as force acting at particular point depending on area of steel used and is represented as P3=AOR*fy or Force in Slab at negative moment point=Area of Reinforcement*yield strength of steel. Area of Reinforcement is an area of a weld that has weld metal added in excess of that specified by engineering drawings and codes and yield strength of steel is the level of stress that corresponds to the yield point.
How to calculate Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given?
The Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given is defined as force acting at particular point depending on area of steel used is calculated using Force in Slab at negative moment point=Area of Reinforcement*yield strength of steel. To calculate Force in Slab at Maximum Negative Moments when Reinforcing Steel Yield Strength is Given, you need Area of Reinforcement (AOR) and yield strength of steel (fy). With our tool, you need to enter the respective value for Area of Reinforcement and 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 Force in Slab at negative moment point?
In this formula, Force in Slab at negative moment point uses Area of Reinforcement and yield strength of steel. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Force in Slab at negative moment point=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength-Force in Slab
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