Ishita Goyal
Meerut Institute of Engineering and Technology (MIET), Meerut
Ishita Goyal has created this Calculator and 100+ 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

Wall Section Gross Area when Axial Capacity of Wall is Given
Gross area of column=(axial capacity)/(0.55*strength reduction factor for bearing walls*28 Day Compressive Strength of Concrete*(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
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
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
Greatest Safe Load for Hollow Rectangle When Load is Distributed
Greatest Safe Load=1780*(Sectional Area*Depth of the Beam-Interior Cross-Sectional Area of Beam*Interior Depth of the Beam)/Distance between Supports GO

6 Other formulas that calculate the same Output

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 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 Axial Capacity of Wall is Given Formula

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))
f<sub>c=(ϕP<sub>n)/(0.55*ϕ*A<sub>g</sub>*(1-((k*L)/(32*h))^2))
More formulas
Axial Capacity of Wall GO
Wall Section Gross Area when Axial Capacity of Wall is Given GO

What is axial capacity?

Axial capacity of a wall is the total capacity which can resist the axially applied loads. This value is usually expressed in kN.

How to Calculate 28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given?

28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given calculator uses 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)) to calculate the 28 Day Compressive Strength of Concrete, The 28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given formula is defined as the strength of concrete attained after 28 days of using it. 28 Day Compressive Strength of Concrete and is denoted by fc symbol.

How to calculate 28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given using this online calculator? To use this online calculator for 28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given, enter axial capacity (ϕPn), strength reduction factor for bearing walls (ϕ), Gross area of column (Ag), effective length factor (k), Distance between Supports (L) and Overall thickness of wall (h) and hit the calculate button. Here is how the 28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given calculation can be explained with given input values -> 324.9927 = (1000)/(0.55*0.7*8E-06*(1-((1*2)/(32*2))^2)).

FAQ

What is 28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given?
The 28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given formula is defined as the strength of concrete attained after 28 days of using it and is represented as fc=(ϕPn)/(0.55*ϕ*Ag*(1-((k*L)/(32*h))^2)) or 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)). Axial capacity is the capacity of the column to resist axially applied loads, Strength reduction factor for bearing walls is defined as the ratio of elastic strength to yield strength, Gross area of column is the total area enclosed by the column, Effective length factor is defined as the factor used for the members in the frame. It depends on the ratio of compression member stiffness to the end restraint stiffness. , Distance between Supports is the distance between two intermediate supports for a structure and Overall thickness of wall quantify about wall thickness.
How to calculate 28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given?
The 28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given formula is defined as the strength of concrete attained after 28 days of using it is calculated using 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)). To calculate 28-Day Concrete Compressive Strength when Axial Capacity of Wall is Given, you need axial capacity (ϕPn), strength reduction factor for bearing walls (ϕ), Gross area of column (Ag), effective length factor (k), Distance between Supports (L) and Overall thickness of wall (h). With our tool, you need to enter the respective value for axial capacity, strength reduction factor for bearing walls, Gross area of column, effective length factor, Distance between Supports and Overall thickness of wall 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 axial capacity, strength reduction factor for bearing walls, Gross area of column, effective length factor, Distance between Supports and Overall thickness of wall. 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=((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=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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