Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given Calculator

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✖28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it.ⓘ 28 Day Compressive Strength of Concrete [f_c]			+10% -10%
✖Width of compression face is the measurement or extent of something from side to side.ⓘ Width of compression face [b]			+10% -10%
✖Depth Rectangular Compressive Stress is defined as the depth of equivalent rectangular compressive-stress distribution, in(mm). ⓘ Depth Rectangular Compressive Stress [a]			+10% -10%
✖Area of Compressive Reinforcement is common sense to place reinforcement in an area subjected to compressive stress.ⓘ Area of Compressive Reinforcement [A_s']			+10% -10%
✖Yeild Strength of Base Plate is defined asⓘ Yeild Strength of Base Plate [F_y]			+10% -10%
✖Axial Load Capacity is defined as the maximum load along the direction of the drive train.ⓘ Axial Load Capacity [P_u]			+10% -10%
✖The Resistance Factor accounts for the possible conditions that the actual fastener strength may be less than calculated strength value as a result of variations in dimensional tolerances.ⓘ Resistance Factor [Φ]			+10% -10%
✖Area of tension reinforcement is the area of column under tension.ⓘ area of tension reinforcement [A_s]			+10% -10%

✖Tensile Stress in Steel is defined as the steel is under tension. The external force per unit area of the material resulting in the stretch of the material is known as tensile stress.ⓘ Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given [f_s]

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Kethavath Srinath

Osmania University (OU), Hyderabad

Kethavath Srinath has created this Calculator and 400+ more calculators!

Mridul Sharma

Indian Institute of Information Technology (IIIT), Bhopal

Mridul Sharma has verified this Calculator and 200+ more calculators!

< 11 Other formulas that you can solve using the same Inputs

Ultimate Strength for Symmetrical Reinforcement

Axial Load Capacity=0.85*28 Day Compressive Strength of Concrete*Width of compression face*Distance from Compression to Tensile Reinforcement*Capacity reduction factor*((-Area ratio of tensile reinforcement)+1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)+sqrt(((1-(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement))^2)+2*Area ratio of tensile reinforcement*((Force ratio of strengths of reinforcements-1)*(1-(Distance from Compression to Centroid Reinforcment/Distance from Compression to Tensile Reinforcement))+(Eccentricity by method of frame analysis/Distance from Compression to Tensile Reinforcement)))) GO

Balanced Moment when Φ is Given

Balanced Moment=Resistance Factor*((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress*(Distance from Compression to Tensile Reinforcement-Distance from Plastic to Tensile Reinforcement-Depth Rectangular Compressive Stress/2))+(Area of Compressive Reinforcement*Yeild Strength of Base Plate*(Distance from Compression to Tensile Reinforcement-Distance from Compression to Centroid Reinforcment-Distance from Plastic to Tensile Reinforcement))+(area of tension reinforcement*Tensile Stress in Steel*Distance from Plastic to Tensile Reinforcement)) GO

Compressive Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given

Area of Compressive Reinforcement=((Axial Load Capacity/Resistance Factor)-(.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(area of tension reinforcement*Tensile Stress in Steel))/Yeild Strength of Base Plate GO

Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given

area of tension reinforcement=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/Tensile Stress in Steel GO

Axial-Load Capacity of Short Rectangular Members

Axial Load Capacity=Resistance Factor*((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(area of tension reinforcement*Tensile Stress in Steel)) 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

Base Plate Thickness

Base Plate Thickness=2*Maximum Cantilever Dimension*(sqrt(Bearing Pressure on Base Plate/Yeild Strength of Base Plate)) GO

Gross Area of Steel Core when Design Strength of Axially Loaded Composite Column is Given

Gross Area of Steel Core=Nominal Loading Capacity*Resistance Factor/(0.85*Critical Compressive Stress) GO

Design Strength of an Axially Loaded Composite Column

Nominal Loading Capacity=0.85*Gross Area of Steel Core*Critical Compressive Stress/Resistance Factor GO

Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate

Allowable Bearing Pressure=0.35*28 Day Compressive Strength of Concrete GO

< 1 Other formulas that calculate the same Output

Stress in Steel

Tensile Stress in Steel=(Modular Ratio*Compressive Stress in Extreme Surface of Concrete*(1-Ratio of depth))/(Ratio of depth) GO

Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given Formula

Tensile Stress in Steel=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/area of tension reinforcement
fs=((.85*fc*b*a)+(As'*Fy)-(Pu/Φ))/As

More formulas

Column Ultimate Strength with Zero Eccentricity of Load GO

Yield Strength of Reinforcing Steel when Column Ultimate Strength is Given GO

28-day Concrete Compressive Strength when Column Ultimate Strength is Given GO

Axial-Load Capacity of Short Rectangular Members GO

Tension Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given GO

Compressive Reinforcement Area when Axial-Load Capacity of Short Rectangular Members is Given GO

Balanced Moment when Load and Eccentricity is Given GO

Balanced Moment when Φ is Given GO

Ultimate Strength for Symmetrical Reinforcement GO

Ultimate Strength for No Compression Reinforcement GO

Ultimate Strength for Symmetrical Reinforcement in Single Layers GO

Ultimate Strength for Short, Circular Members when Controlled by Tension GO

Ultimate Strength for Short, Circular Members when Governed by Compression GO

Eccentricity for Balanced Condition for Short, Circular Members GO

Ultimate Strength for Short, Square Members when Governed by Compression GO

Ultimate Strength for Short, Square Members when Controlled by Tension GO

Magnified Moment when Eccentricity of Slender Columns is Given GO

Eccentricity of Slender Columns GO

Define Tensile Stress?

When the material is under tension, it is known as tensile. The forces that are acting along the axis of force are responsible for the stretching of the material. The external force per unit area of the material resulting in the stretch of the material is known as tensile stress.

How to Calculate Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given?

Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given calculator uses Tensile Stress in Steel=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/area of tension reinforcement to calculate the Tensile Stress in Steel, The Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given formula is defined as the steel is under tension. The external force per unit area of the material resulting in the stretch of the material is known as tensile stress. Tensile Stress in Steel and is denoted by f_s symbol.

How to calculate Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given using this online calculator? To use this online calculator for Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given, enter 28 Day Compressive Strength of Concrete (f_c), Width of compression face (b), Depth Rectangular Compressive Stress (a), Area of Compressive Reinforcement (A_s'), Yeild Strength of Base Plate (F_y), Axial Load Capacity (P_u), Resistance Factor (Φ) and area of tension reinforcement (A_s) and hit the calculate button. Here is how the Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given calculation can be explained with given input values -> 1.024E+7 = ((.85*100000000*5*0.01)+(20*50000000)-(100/10))/10.

FAQ

What is Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given?

The Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given formula is defined as the steel is under tension. The external force per unit area of the material resulting in the stretch of the material is known as tensile stress and is represented as f_{s=((.85*f_{c*b*a)+(A_s'*F_{y)-(P_{u/Φ))/A_s}}}} or Tensile Stress in Steel=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/area of tension reinforcement. 28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it, Width of compression face is the measurement or extent of something from side to side, Depth Rectangular Compressive Stress is defined as the depth of equivalent rectangular compressive-stress distribution, in(mm). , Area of Compressive Reinforcement is common sense to place reinforcement in an area subjected to compressive stress, Yeild Strength of Base Plate is defined as, Axial Load Capacity is defined as the maximum load along the direction of the drive train, The Resistance Factor accounts for the possible conditions that the actual fastener strength may be less than calculated strength value as a result of variations in dimensional tolerances and Area of tension reinforcement is the area of column under tension.

How to calculate Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given?

The Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given formula is defined as the steel is under tension. The external force per unit area of the material resulting in the stretch of the material is known as tensile stress is calculated using Tensile Stress in Steel=((.85*28 Day Compressive Strength of Concrete*Width of compression face*Depth Rectangular Compressive Stress)+(Area of Compressive Reinforcement*Yeild Strength of Base Plate)-(Axial Load Capacity/Resistance Factor))/area of tension reinforcement. To calculate Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given, you need 28 Day Compressive Strength of Concrete (f_c), Width of compression face (b), Depth Rectangular Compressive Stress (a), Area of Compressive Reinforcement (A_s'), Yeild Strength of Base Plate (F_y), Axial Load Capacity (P_u), Resistance Factor (Φ) and area of tension reinforcement (A_s). With our tool, you need to enter the respective value for 28 Day Compressive Strength of Concrete, Width of compression face, Depth Rectangular Compressive Stress, Area of Compressive Reinforcement, Yeild Strength of Base Plate, Axial Load Capacity, Resistance Factor and area of tension reinforcement 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 Tensile Stress in Steel?

In this formula, Tensile Stress in Steel uses 28 Day Compressive Strength of Concrete, Width of compression face, Depth Rectangular Compressive Stress, Area of Compressive Reinforcement, Yeild Strength of Base Plate, Axial Load Capacity, Resistance Factor and area of tension reinforcement. We can use 1 other way(s) to calculate the same, which is/are as follows -

Tensile Stress in Steel=(Modular Ratio*Compressive Stress in Extreme Surface of Concrete*(1-Ratio of depth))/(Ratio of depth)

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