Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given Calculator

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✖Force in Slab at negative moment point is the force where maximum negative occurs.ⓘ Force in Slab at negative moment point [P₃]			+10% -10%
✖yield strength of steel is the level of stress that corresponds to the yield point.ⓘ yield strength of steel [f_y]			+10% -10%

✖Area of Reinforcement is an area of a weld that has weld metal added in excess of that specified by engineering drawings and codesⓘ Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given [AOR]

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Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal

Rithik Agrawal has created this Calculator and 400+ 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

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

Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given Formula

Area of Reinforcement=Force in Slab at negative moment point/yield strength of steel
AOR=P<sub>3</sub>/f<sub>y</sub>

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Number of Connectors in Bridges GO

Force in Slab when Number of Connectors in Bridges is Given GO

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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

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

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

What is Balanced Section ?

A balanced sections is that in which stress in concrete and steel reach their permissible value at the same time. The percentage of steel corresponding to this section is called as balanced steel and the neutral axis is called as critical neutral axis.

How to Calculate Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given?

Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given calculator uses Area of Reinforcement=Force in Slab at negative moment point/yield strength of steel to calculate the Area of Reinforcement, The Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given is defined as amount of steel required for designing the section. Area of Reinforcement and is denoted by AOR symbol.

How to calculate Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given using this online calculator? To use this online calculator for Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given, enter Force in Slab at negative moment point (P₃) and yield strength of steel (f_y) and hit the calculate button. Here is how the Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given calculation can be explained with given input values -> 0.005 = 10000/2000000.

FAQ

What is Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given?

The Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given is defined as amount of steel required for designing the section and is represented as AOR=P₃/f_y or Area of Reinforcement=Force in Slab at negative moment point/yield strength of steel. Force in Slab at negative moment point is the force where maximum negative occurs and yield strength of steel is the level of stress that corresponds to the yield point.

How to calculate Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given?

The Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given is defined as amount of steel required for designing the section is calculated using Area of Reinforcement=Force in Slab at negative moment point/yield strength of steel. To calculate Area of Longitudinal Reinforcing when Force in Slab at Maximum Negative Moments is Given, you need Force in Slab at negative moment point (P₃) and yield strength of steel (f_y). With our tool, you need to enter the respective value for Force in Slab at negative moment point 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.

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