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

Category Engineering ↺
Engineering Civil ↺
Civil Columns ↺
Columns Ultimate Strength Design of Concrete Columns ↺
✖Ultimate strength is the maximum stress that a material can withstand while being stretched or pulled before breaking.ⓘ Ultimate strength [P0
+10%
-10%
✖Yield strength can be defined as follows, a straight line is constructed parallel to the elastic portion of the stress–strain curve at a strain offset of 0.002. The stress corresponding to the intersection of this line and the stress–strain curve is defined as the yield strengthⓘ Yield Strength [σy]
+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 Reinforcement [AOR]
+10%
-10%
✖Gross area is the total area enclosed.ⓘ Gross area [Ag]
+10%
-10%
✖28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it.ⓘ 28-day Concrete Compressive Strength when Column Ultimate Strength is Given [fc]
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Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
Rudrani Tidke has created this Calculator and 100+ more calculators!
Kethavath Srinath
Osmania University (OU), Hyderabad
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11 Other formulas that you can solve using the same Inputs

Ultimate Strength for Short, Circular Members when Governed by Compression
Axial Load Capacity=Capacity reduction factor*((Area of steel reinforcement*Yield strength of reinforcing steel/((3*Eccentricity/Diameter of reinforcement)+1))+(Gross area*28 Day Compressive Strength of Concrete/(9.6*Diameter at eccentricity/((0.8*Overall diameter of section+0.67*Diameter of reinforcement)^2)+1.18))) GO
Theoretical Maximum Stress for Secant Code Steels
Critical stress=Yield Strength/(1+((Eccentricity*End Fixity Coefficient/(Radius of gyration^2))*(sec((1/Radius of gyration)*sqrt(Concentrated load/(4*Cross sectional area*Modulus Of Elasticity)))))) GO
Theoretical Maximum Stress for Johnson Code Steels
Critical stress=Yield Strength*(1-(Stress at any point y/(4*Coefficient for Column End Conditions*(pi^2)*Modulus Of Elasticity))*((Length/Radius of gyration)^2)) 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 when Projection of Base Plate Beyond the Flange and Parallel to Web is Given
Thickness=Projection of base plate beyond flange*sqrt(2*Factored Load/(0.9*Yield Strength*Width*Length)) GO
Projection of Base Plate Beyond the Flange and Perpendicular to Web
Projection of base plate beyond edge=Thickness/(sqrt(2*Factored Load/(0.9*Yield Strength*Width*Length))) GO
Dilution
Dilution=Area of Penetration/(Area of Penetration+Area of Reinforcement) GO
Modulus of resilience
Modulus of resilience=Yield Strength^2/(2*Young's Modulus) GO
Safe stress
Safe stress=Yield Strength/Factor of safety GO
Maximum shear stress from von mises criterion
Maximum shear stress=0.577*Yield Strength GO

6 Other formulas that calculate the same Output

28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given
28 Day Compressive Strength of Concrete=(axial capacity)/(0.55*strength reduction factor for bearing walls*Gross area of column*(1-((effective length factor*Distance between Supports)/(32*Overall thickness of wall))^2)) GO
28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given
28 Day Compressive Strength of Concrete=((ratio of volume of spiral steel to concrete core*Yield strength of spiral reinforcement)/(0.45*((Gross area of column/Cross sectional area of column)-1))) GO
28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given
28 Day Compressive Strength of Concrete=(Ultimate Shear Connector Strength/(17.4*Channel Length*(Average Channel Flange Thickness+Web thickness/2)))^2 GO
28-day Compressive Strength when Ultimate Shear Connector Strength for Welded Studs is Given
28 Day Compressive Strength of Concrete=((Ultimate Shear Connector Strength/(0.4*Diameter *Diameter ))^2)/Modulus Of Elasticity GO
28-Day Concrete Compressive Strength when Development Length for a Hooked Bar is Given
28 Day Compressive Strength of Concrete=((1200*Bar Diameter)/(Development Length for Hooked Bar))^2 GO
28-day Compressive Strength of Concrete when Force in Slab is Given
28 Day Compressive Strength of Concrete=Force in Slab/(0.85*Concrete Area) GO

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

28 Day Compressive Strength of Concrete=(Ultimate strength-Yield Strength*Area of Reinforcement)/(0.85*(Gross area-Area of Reinforcement))
f<sub>c=(P<sub>0</sub>-σ<sub>y</sub>*AOR)/(0.85*(A<sub>g</sub>-AOR))
More formulas
Column Ultimate Strength with Zero Eccentricity of Load GO
Yield Strength of Reinforcing Steel when Column Ultimate Strength is Given GO
Axial-Load Capacity of Short Rectangular Members GO
Tensile Stress in Steel when Axial-Load Capacity of Short Rectangular Members is Given 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

What is ultimate strength in engineering?

Ultimate Strength is the maximum stress that a material can withstand while being stretched or pulled. It is the final amount of stress sustained in a tensile test at the exact moment an object ruptures.

How to Calculate 28-day Concrete Compressive Strength when Column Ultimate Strength is Given?

28-day Concrete Compressive Strength when Column Ultimate Strength is Given calculator uses 28 Day Compressive Strength of Concrete=(Ultimate strength-Yield Strength*Area of Reinforcement)/(0.85*(Gross area-Area of Reinforcement)) to calculate the 28 Day Compressive Strength of Concrete, The 28-day Concrete Compressive Strength when Column Ultimate Strength is Given formula is defined as the strength of the concrete measured after 28 days of manufacturing. 28 Day Compressive Strength of Concrete and is denoted by fc symbol.

How to calculate 28-day Concrete Compressive Strength when Column Ultimate Strength is Given using this online calculator? To use this online calculator for 28-day Concrete Compressive Strength when Column Ultimate Strength is Given, enter Ultimate strength (P0, Yield Strength (σy), Area of Reinforcement (AOR) and Gross area (Ag) and hit the calculate button. Here is how the 28-day Concrete Compressive Strength when Column Ultimate Strength is Given calculation can be explained with given input values -> -1.286763 = (44-35000000*1)/(0.85*(33-1)).

FAQ

What is 28-day Concrete Compressive Strength when Column Ultimate Strength is Given?
The 28-day Concrete Compressive Strength when Column Ultimate Strength is Given formula is defined as the strength of the concrete measured after 28 days of manufacturing and is represented as fc=(P0y*AOR)/(0.85*(Ag-AOR)) or 28 Day Compressive Strength of Concrete=(Ultimate strength-Yield Strength*Area of Reinforcement)/(0.85*(Gross area-Area of Reinforcement)). Ultimate strength is the maximum stress that a material can withstand while being stretched or pulled before breaking, Yield strength can be defined as follows, a straight line is constructed parallel to the elastic portion of the stress–strain curve at a strain offset of 0.002. The stress corresponding to the intersection of this line and the stress–strain curve is defined as the yield strength, 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 Gross area is the total area enclosed.
How to calculate 28-day Concrete Compressive Strength when Column Ultimate Strength is Given?
The 28-day Concrete Compressive Strength when Column Ultimate Strength is Given formula is defined as the strength of the concrete measured after 28 days of manufacturing is calculated using 28 Day Compressive Strength of Concrete=(Ultimate strength-Yield Strength*Area of Reinforcement)/(0.85*(Gross area-Area of Reinforcement)). To calculate 28-day Concrete Compressive Strength when Column Ultimate Strength is Given, you need Ultimate strength (P0, Yield Strength (σy), Area of Reinforcement (AOR) and Gross area (Ag). With our tool, you need to enter the respective value for Ultimate strength, Yield Strength, Area of Reinforcement and Gross area 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 28 Day Compressive Strength of Concrete?
In this formula, 28 Day Compressive Strength of Concrete uses Ultimate strength, Yield Strength, Area of Reinforcement and Gross area. We can use 6 other way(s) to calculate the same, which is/are as follows -
  • 28 Day Compressive Strength of Concrete=((1200*Bar Diameter)/(Development Length for Hooked Bar))^2
  • 28 Day Compressive Strength of Concrete=((ratio of volume of spiral steel to concrete core*Yield strength of spiral reinforcement)/(0.45*((Gross area of column/Cross sectional area of column)-1)))
  • 28 Day Compressive Strength of Concrete=(axial capacity)/(0.55*strength reduction factor for bearing walls*Gross area of column*(1-((effective length factor*Distance between Supports)/(32*Overall thickness of wall))^2))
  • 28 Day Compressive Strength of Concrete=Force in Slab/(0.85*Concrete Area)
  • 28 Day Compressive Strength of Concrete=(Ultimate Shear Connector Strength/(17.4*Channel Length*(Average Channel Flange Thickness+Web thickness/2)))^2
  • 28 Day Compressive Strength of Concrete=((Ultimate Shear Connector Strength/(0.4*Diameter *Diameter ))^2)/Modulus Of Elasticity
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