Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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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
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
Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges
Maximum Unbraced Length=((3600-2200*(Smaller Moment/Maximum Moment))*Least Radius of Gyration)/yield strength of steel GO
Minimum Flange Thickness for Symmetrical Flexural Braced Non-Compact Section for LFD of Bridges
Minimum Flange Thickness=(Width of Projection of Flange/69.6)*sqrt(yield strength of steel) GO
Minimum Flange Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Flange Thickness=(sqrt(yield strength of steel)/65)*Width of Projection of Flange GO
Minimum Web Thickness for Symmetrical Flexural Compact Section for LFD of Bridges
Minimum Web Thickness=Depth of Section*sqrt(yield strength of steel)/608 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

3 Other formulas that calculate the same Output

Force in Slab at Maximum Positive Moments when Minimum Number of Connectors for Bridges is Given
Force in Slab=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength-Force in Slab at negative moment point 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
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 Formula

Force in Slab=Total Area of Steel Section*yield strength of steel
P=A<sub>s</sub>*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
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
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 Slab and its types ?

A reinforced concrete slab is a planar structural element and is used to provide a flat surface (floors/ceilings) in buildings. On the basis of reinforcement provided, beam support, and the ratio of the spans, slabs are generally classified into one-way slab and two-way slab

How to Calculate Force in Slab when Total Area of Steel Section is Given?

Force in Slab when Total Area of Steel Section is Given calculator uses Force in Slab=Total Area of Steel Section*yield strength of steel to calculate the Force in Slab, The Force in Slab when Total Area of Steel Section is Given formula is defined as force acting at the point of maximum positive moment in the section. Force in Slab and is denoted by P symbol.

How to calculate Force in Slab when Total Area of Steel Section is Given using this online calculator? To use this online calculator for Force in Slab when Total Area of Steel Section is Given, enter Total Area of Steel Section (As) and yield strength of steel (fy) and hit the calculate button. Here is how the Force in Slab when Total Area of Steel Section is Given calculation can be explained with given input values -> 20000 = 10*2000000.

FAQ

What is Force in Slab when Total Area of Steel Section is Given?
The Force in Slab when Total Area of Steel Section is Given formula is defined as force acting at the point of maximum positive moment in the section and is represented as P=As*fy or Force in Slab=Total Area of Steel Section*yield strength of steel. Total Area of Steel Section is steel used i design and yield strength of steel is the level of stress that corresponds to the yield point.
How to calculate Force in Slab when Total Area of Steel Section is Given?
The Force in Slab when Total Area of Steel Section is Given formula is defined as force acting at the point of maximum positive moment in the section is calculated using Force in Slab=Total Area of Steel Section*yield strength of steel. To calculate Force in Slab when Total Area of Steel Section is Given, you need Total Area of Steel Section (As) and yield strength of steel (fy). With our tool, you need to enter the respective value for Total Area of Steel Section 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?
In this formula, Force in Slab uses Total Area of Steel Section and yield strength of steel. 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=0.85*Concrete Area*28 Day Compressive Strength of Concrete
  • Force in Slab=Number of Connectors in Bridges*Reduction Factor*Ultimate Shear Connector Strength-Force in Slab at negative moment point
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