Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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Shikha Maurya
Indian Institute of Technology (IIT), Bombay
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11 Other formulas that you can solve using the same Inputs

Heat Loss due to Pipe
Heat Loss due to Pipe=(Force*Length*Fluid Velocity^2)/(2*Diameter *Acceleration Due To Gravity) GO
Reynolds Number for Circular Tubes
Reynolds Number=Density*Fluid Velocity*Diameter /Dynamic viscosity GO
Perimeter of a Semicircle when circumference of circle is given
Perimeter=(Circumference of Circle/2)+Diameter GO
Diameter of circumscribing sphere when diameter and height of circumscribed cylinder is known
Diameter of Sphere=sqrt(Diameter ^2+Height^2) GO
Cutting Speed
Cutting Speed=pi*Diameter *Angular Speed GO
Area of a Circle when diameter is given
Area of Circle=(pi/4)*Diameter ^2 GO
Perimeter of a quarter circle when diameter is given
Perimeter=Diameter *((pi/4)+1) GO
Perimeter of a Semicircle when diameter is given
Perimeter=Diameter *((pi/2)+1) GO
Area of a quarter circle when diameter is given
Area=(pi*(Diameter )^2)/16 GO
Area of a Semicircle when diameter is given
Area=(pi*(Diameter )^2)/8 GO
Radius of a circle when diameter is given
Radius=Diameter /2 GO

11 Other formulas that calculate the same Output

Young's Modulus of the Bolt When Stiffness of the Bolt is Given
Modulus Of Elasticity=(stiffness of the bolt*total thickness of parts held together by the bolt*4)/((Nominal Diameter^2)*pi) GO
Elasticity Modulus when Allowable Unit Stress on Timber Columns for a Single Member is Given
Modulus Of Elasticity=total allowable load*((unsupported length of column/Radius of gyration)^2)/(3.619*area of column) GO
Elasticity Modulus when Allowable Compressive Stress in a Rectangular Section is Given
Modulus Of Elasticity=(ACS parallel to grain in given column*(Unbraced Length of the member/least dimension)^2)/0.3 GO
modulus of elasticity when Bulking stress For diameters greater than 126.5r/K is given
Modulus Of Elasticity= (Bulking stress*(Soil stiffness factor*Pipe Diameter /Least Radius of Gyration)^2)/12 GO
Elasticity Modulus when Allowable Unit Stress of Circular Timber Columns is Given
Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.22 GO
Modulus of Elasticity
Modulus Of Elasticity= ((Weight of Concrete)^1.5)*33* sqrt(28 Day Compressive Strength of Concrete) GO
Elasticity Modulus when Allowable Unit Stress of Square or Rectangular Timber Columns is Given
Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.3 GO
Modulus of Elasticity when Strain Energy in Bending is Given
Modulus Of Elasticity=Length*(Bending moment^2)/(2*Strain Energy*Moment of Inertia) GO
Modulus of elasticity when flexibility factor is given
Modulus Of Elasticity= Pipe Diameter^2/(Flexibility factor*Moment of Inertia) GO
Modulus of Elasticity if compressive stress and strain is known
Modulus Of Elasticity=(Compressive stress/Compressive strain) GO
Modulus of Elasticity if tensile stress and strain is known
Modulus Of Elasticity=(Tensile Stress/Tensile Strain) GO

Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given Formula

Modulus Of Elasticity=(((Ultimate Shear Connector Strength/(0.4*Diameter *Diameter ))^2)/28 Day Compressive Strength of Concrete)
E=(((S<sub>u</sub>/(0.4*d*d))^2)/f<sub>c)
More formulas
Ultimate Shear Connector Strength for Channels GO
Average Channel Flange Thickness when Ultimate Shear Connector Strength for Channels is Given GO
Channel Web Thickness when Ultimate Shear Connector Strength for Channels is Given GO
Channel Length when Ultimate Shear Connector Strength for Channels is Given GO
28-day Compressive Strength of Concrete when Ultimate Shear Connector Strength for Channels is Given GO
Ultimate Shear Strength for Welded Studs GO
28-day Compressive Strength when Ultimate Shear Connector Strength for Welded Studs is Given GO
Diameter of connector when Ultimate Shear Connector Strength for Welded Studs is Given GO

What is Elastic Modulus of Concrete ?

Modulus of elasticity of concrete is defined as the ratio of the applied stress to the corresponding strain. In other words, it reflects the ability of concrete to deflect elastically. Modulus of elasticity of concrete is sensitive to aggregate and mixture proportions of concrete.

How to Calculate Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given?

Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given calculator uses Modulus Of Elasticity=(((Ultimate Shear Connector Strength/(0.4*Diameter *Diameter ))^2)/28 Day Compressive Strength of Concrete) to calculate the Modulus Of Elasticity, The Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given formula is defined as slope of stress vs strain graph plotted on equal axis. Modulus Of Elasticity and is denoted by E symbol.

How to calculate Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given using this online calculator? To use this online calculator for Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given, enter Ultimate Shear Connector Strength (Su), Diameter (d) and 28 Day Compressive Strength of Concrete (fc) and hit the calculate button. Here is how the Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given calculation can be explained with given input values -> 6.250E-7 = (((10000/(0.4*10*10))^2)/100000000).

FAQ

What is Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given?
The Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given formula is defined as slope of stress vs strain graph plotted on equal axis and is represented as E=(((Su/(0.4*d*d))^2)/fc) or Modulus Of Elasticity=(((Ultimate Shear Connector Strength/(0.4*Diameter *Diameter ))^2)/28 Day Compressive Strength of Concrete). Ultimate Shear Connector Strength is maximum strength in shear, Diameter is a straight line passing from side to side through the center of a body or figure, especially a circle or sphere and 28 Day Compressive Strength of Concrete is defined as the strength of the concrete after 28 days of using it.
How to calculate Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given?
The Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given formula is defined as slope of stress vs strain graph plotted on equal axis is calculated using Modulus Of Elasticity=(((Ultimate Shear Connector Strength/(0.4*Diameter *Diameter ))^2)/28 Day Compressive Strength of Concrete). To calculate Elastic Modulus of Concrete when Ultimate Shear Connector Strength for Welded Studs is Given, you need Ultimate Shear Connector Strength (Su), Diameter (d) and 28 Day Compressive Strength of Concrete (fc). With our tool, you need to enter the respective value for Ultimate Shear Connector Strength, Diameter and 28 Day Compressive Strength of Concrete 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 Modulus Of Elasticity?
In this formula, Modulus Of Elasticity uses Ultimate Shear Connector Strength, Diameter and 28 Day Compressive Strength of Concrete. We can use 11 other way(s) to calculate the same, which is/are as follows -
  • Modulus Of Elasticity=Length*(Bending moment^2)/(2*Strain Energy*Moment of Inertia)
  • Modulus Of Elasticity= ((Weight of Concrete)^1.5)*33* sqrt(28 Day Compressive Strength of Concrete)
  • Modulus Of Elasticity=(Tensile Stress/Tensile Strain)
  • Modulus Of Elasticity=(Compressive stress/Compressive strain)
  • Modulus Of Elasticity=total allowable load*((unsupported length of column/Radius of gyration)^2)/(3.619*area of column)
  • Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.3
  • Modulus Of Elasticity=(Allowable Unit Stress*((unsupported length of column/least dimension)^2))/0.22
  • Modulus Of Elasticity=(ACS parallel to grain in given column*(Unbraced Length of the member/least dimension)^2)/0.3
  • Modulus Of Elasticity=(stiffness of the bolt*total thickness of parts held together by the bolt*4)/((Nominal Diameter^2)*pi)
  • Modulus Of Elasticity= Pipe Diameter^2/(Flexibility factor*Moment of Inertia)
  • Modulus Of Elasticity= (Bulking stress*(Soil stiffness factor*Pipe Diameter /Least Radius of Gyration)^2)/12
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