Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
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Himanshi Sharma
Bhilai Institute of Technology (BIT), Raipur
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11 Other formulas that you can solve using the same Inputs

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
Axial Capacity of Wall
axial capacity=0.55*strength reduction factor for bearing walls*28 Day Compressive Strength of Concrete*Gross area of column*(1-((effective length factor*Distance between Supports)/(32*Overall thickness of wall))^2) GO
Spiral Steel Yield Strength when Volume of Spiral Steel to Concrete Core Ratio is Given
Yield strength of spiral reinforcement=(0.45*((Gross area of column/Cross sectional area of column)-1)*28 Day Compressive Strength of Concrete)/ratio of volume of spiral steel to concrete core GO
Volume of Spiral Steel to Volume of Concrete Core Ratio
ratio of volume of spiral steel to concrete core=(0.45*((Gross area of column/Cross sectional area of column)-1)*28 Day Compressive Strength of Concrete/Yield strength of spiral reinforcement) GO
Spiral Reinforcement Yield Strength when Spiral Volume to Concrete Core Volume Ratio is Given
Yield strength of spiral reinforcement=0.45*((Gross area of column/Cross sectional area of column)-1)*(Compressive strength/Ratio of spiral to concrete core volume) GO
Spiral Volume to Concrete-Core Volume Ratio
Ratio of spiral to concrete core volume=0.45*((Gross area of column/Cross sectional area of column)-1)*(Compressive strength/Yield strength of spiral reinforcement) GO
Concrete Compressive Strength when Total Allowable Axial Load is Given
Compressive strength=((Allowable Load/Gross area of column)-Allowable stress in vertical reinforcement*Area ratio of cross sectional area to gross area)/0.25 GO
Allowable Stress in Vertical Concrete Reinforcing when Total Allowable Axial Load is Given
Allowable stress in vertical reinforcement=(Allowable Load/Gross area of column-0.25*Compressive strength)/Area ratio of cross sectional area to gross area GO
Total Allowable Axial Load for Short Columns
Allowable Load=Gross area of column*(0.25*Compressive strength+Allowable stress in vertical reinforcement*Area ratio of cross sectional area to gross area) GO
Buckling Stress when Maximum Strength is Given
Buckling Stress=Column Strength/(0.85*Gross area of column) GO
Maximum Strength for Compression Members
Column Strength=0.85*Gross area of column*Buckling Stress 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 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 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
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 Volume of Spiral Steel to Concrete Core Ratio is Given Formula

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)))
f<sub>c=((ρ<sub>s*f<sub>y</sub>)/(0.45*((A<sub>g</sub>/A<sub>c</sub>)-1)))
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Weight of Mixing Water in Batch when Water Cementitious Ratio is Given GO
Water Cementitious Ratio GO
Absolute Volume of the Component GO
Weight of the Material when Absolute Volume of the Component is Given GO
Specific Gravity of the Material when Absolute Volume of the Component is Given GO
Modulus of Elasticity of Concrete in USCS Units GO
Modulus of Elasticity of Concrete in SI Units GO
Modulus of Elasticity of Normal Weight and Density Concrete in USCS Units GO
Modulus of Elasticity of Normal Weight and Density Concrete in SI Units GO
Tensile Strength of Normal Weight and Density Concrete in USCS Units GO
Tensile Strength of Normal Weight and Density Concrete in SI Units GO
Positive Moment for End Spans if Discontinuous End is Unrestrained GO
Positive Moment for End Spans if Discontinuous End is Integral with Support GO
Positive Moment for Interior Spans GO
Negative Moment at Exterior Face of First Interior Support for Two Spans GO
Negative Moment at Exterior Face of First Interior Support for More Than Two Spans GO
Negative Moment at Other Faces of Interior Supports GO
Negative Moment at Interior Faces of Exterior Supports where Support is a Spandrel Beam GO
Negative Moment at Interior Faces of Exterior Support where Support is a Column GO
Shear Force at All Other Supports GO
Shear Force in End Members at First Interior Support GO
28-Day Concrete Compressive Strength GO
28-Day Concrete Compressive Strength when Water Cement Ratio is Given GO
Water Cement Ratio when 28-Day Concrete Compressive Strength is Given GO
Modulus of Elasticity for Normal Weight Concrete GO
Modulus of Elasticity GO
Basic Development Length for Bars and Wire in Tension GO
Area of Bar when Basic Development Length is Given GO
Bar Steel Yield Strength when Basic Development Length is Given GO
Bar Steel Yield Strength when Basic Development Length for No 14 Bars is Given GO
Basic Development Length for No 14 Bars GO
Basic Development Length for No 18 Bars GO
Bar Steel Yield Strength when Basic Development Length for No 18 Bars is Given GO
Equation for Crack Control Specific Limits GO
Stress Calculated in Crack Control GO
Live Load Effect when Ultimate Strength is Given for Unapplied Wind and Earthquake Loads GO
Basic Load Effect when Ultimate Strength is Given for Unapplied Wind and Earthquake Loads GO
Ultimate Strength when Wind and Earthquake Loads are not Applied GO
Ultimate Strength when Wind Loads are Applied GO
Basic Load Effect when Ultimate Strength is Given for Applied Wind Loads GO
Wind Load Effect when Ultimate Strength is Given for Applied Wind Loads GO
Cracking Moment for Reinforced Concrete Beams GO
Moment of Inertia of Gross Concrete Section when Cracking Moment is Given GO
Distance From the Centroidal Axis when Cracking Moment is Given GO
Modulus of Rupture of Concrete GO
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Modular Ratio GO
Compressive Stress in Extreme Concrete Surface GO
Stress in Steel GO
Distance from Extreme Compression to Centroid when Steel Ratio is Given GO
Area of Tension Reinforcement when Steel Ratio is Given GO
Beam Width when Steel Ratio is Given GO
Steel Ratio GO
Distance between Centroid of Compression and Centroid of Tension GO
Bending Moment Capacity of Rectangular Beam GO
Depth of Equivalent Rectangular Compressive Stress Distribution GO
Stress in Compressive Steel GO
Equation Based on Linear Variation of Stress and Strain with Distance GO
Total Compressive Force on Beam Cross Section GO
Total Compression on Concrete GO
Force Acting on Compressive Steel GO
Force Acting on Tensile Steel GO
Stress in Tensile Steel to Stress in Extreme Compression Surface Ratio GO
Value of k in Design Reviewing GO
Moment Resistance of Tensile Steel when Force is Given GO
Moment Resistance of Tensile Steel when Area is Given GO
Stress in Tensile Steel when Bending Moment is Given GO
Moment Resistance in Compression GO
Stress in Extreme Compression Surface when Moment Resistance is Given GO
Moment Resisting Capacity of Concrete GO
Moment Resisting Capacity of Concrete when Bending Moment is Given GO
Moment Resisting Capacity of Compressive Steel GO
Bending Moment when Moment Resisting Capacity of Compressive Steel and Concrete is Given GO
Moment Resisting Capacity of Compressive Steel when Stress and Area are Given GO
Distance when the Neutral Axis Lies in the Flange GO
Depth when the Neutral Axis Lies in the Flange GO
ω when the Neutral Axis Lies in the Flange GO
Maximum Ultimate Moment when Neutral Axis Lies in Web GO
Equivalent Rectangular Compressive Stress Distribution Depth GO
Total Compressive Force when Concrete Stress is Given GO
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Distance from Extreme Compression Surface to Neutral Axis GO
Moment Resistance of Steel GO
Moment Resistance of Concrete when Compressive Force is Given GO
Moment Resistance of Concrete when Stress in Concrete is Given GO
Moment Resistance of Concrete when Flange Thickness is Given GO
Moment Resistance of Steel when Flange Thickness is Given GO
Shear Reinforcement Area GO
Area of One Leg of a Closed Stirrup when Shear Reinforcement Area is Given GO
Spacing of Closed Stirrups for Torsion GO
Max Concrete Torsion GO
Max Ultimate Torsion for Torsion Effects GO
Maximum Allowable Torsion GO
Max Torsion due to Service Load for Torsion Effects GO
Spacing of Closed Stirrups for Torsion GO
Maximum Slab Thickness GO
Total Static Design Moment in a Strip GO
Uniform Design Load per Unit of Slab Area when Total Static Design Moment is Given GO
Clear Span in Direction Moments when Total Static Design Moment is Given GO
Strip Width when Total Static Design Moment is Given GO
Concrete Column Elasticity Modulus when Flexural Stiffness is Given GO
Moment of Inertia about Centroidal Axis when Flexural Stiffness is Given GO
Equation for Punching Shear Design GO
Concrete Shear Strength at Critical Sections GO
Eccentricity of Shear GO
Shear Friction Reinforcement Area GO
Design Shear when Shear Friction Reinforcement Area is Given GO
Reinforcement Yield Strength when Shear Friction Reinforcement Area is Given GO
Volume of Spiral Steel to Volume of Concrete Core Ratio GO
Spiral Steel Yield Strength when Volume of Spiral Steel to Concrete Core Ratio is Given GO
Nominal Shear Stress GO
Total Design Shear Force when Nominal Shear Stress is Given GO
Wall Overall Thickness when Nominal Shear Stress is Given GO
Wall Horizontal Length when Nominal Shear Stress is Given GO
Concrete Strength when Shear Force is Given GO
Minimum Horizontal Reinforcement GO
Maximum Shear Strength GO
Earth Thrust Horizontal Component when Sum of Righting Moments is Given GO
Pressure P1 when the Resultant is within the Middle Third and Width of Base is Given GO
Pressure P2 when the Resultant is within the Middle Third and Width of Base is Given GO
Pressure P1 when Resultant is at Middle Third Edge GO
Pressure when Resultant is Outside Middle Third GO
Retaining Wall Righting Moment GO
Overturning Moment GO
Counterfort Shear Unit Stress on a Horizontal Section GO
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Shear Force on the Section GO
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Uniform Pressure on Soil when Maximum Moment is Given GO
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What is compressive strength?

Compressive strength is the capacity of the material to withstand loads tending to reduce the size, as opposed to which withstands loads tending to elongate.

How to Calculate 28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given?

28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given calculator uses 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))) to calculate the 28 Day Compressive Strength of Concrete, The 28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given formula is defined as the minimum compressive strength at which the concrete should fail in standard tests of 28-day old concrete cylinders. 28 Day Compressive Strength of Concrete and is denoted by fc symbol.

How to calculate 28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given using this online calculator? To use this online calculator for 28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given, enter ratio of volume of spiral steel to concrete core s), Yield strength of spiral reinforcement (fy, Gross area of column (Ag) and Cross sectional area of column (Ac) and hit the calculate button. Here is how the 28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given calculation can be explained with given input values -> 0 = (((0)*22)/(0.45*((8E-06/1.2E-05)-1))).

FAQ

What is 28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given?
The 28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given formula is defined as the minimum compressive strength at which the concrete should fail in standard tests of 28-day old concrete cylinders and is represented as fc=((ρs*fyg/Ac)-1))) or 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))). Ratio of volume of spiral steel to concrete core is the value obtained by dividing the volume of spiral steel by the volume of the concrete core, Yield strength of spiral reinforcement is yield strength of helical reinforcement which is used only in the circular column, Gross area of column is the total area enclosed by the column and Cross sectional area of column is the area of a two-dimensional shape that is obtained when a three-dimensional object.
How to calculate 28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given?
The 28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given formula is defined as the minimum compressive strength at which the concrete should fail in standard tests of 28-day old concrete cylinders is calculated using 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))). To calculate 28-Day Concrete Compressive Strength when Volume of Spiral Steel to Concrete Core Ratio is Given, you need ratio of volume of spiral steel to concrete core s), Yield strength of spiral reinforcement (fy, Gross area of column (Ag) and Cross sectional area of column (Ac). With our tool, you need to enter the respective value for ratio of volume of spiral steel to concrete core, Yield strength of spiral reinforcement, Gross area of column and Cross sectional area of column 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 ratio of volume of spiral steel to concrete core, Yield strength of spiral reinforcement, Gross area of column and Cross sectional area of column. We can use 6 other way(s) to calculate the same, which is/are as follows -
  • 28 Day Compressive Strength of Concrete=(Ultimate strength-Yield Strength*Area of Reinforcement)/(0.85*(Gross area-Area of Reinforcement))
  • 28 Day Compressive Strength of Concrete=((1200*Bar Diameter)/(Development Length for Hooked Bar))^2
  • 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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