Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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M Naveen
National Institute of Technology (NIT), Warangal
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10 Other formulas that you can solve using the same Inputs

Specified compressive strength of concrete when total horizontal shear is given
28 day compressive strength= (2*Horizontal Shearing Stress)/(0.85*Actual area of effective concrete) GO
Actual area of effective concrete flange when total horizontal shear is given
Actual area of effective concrete= (2*Horizontal Shearing Stress)/(0.85*28 day compressive strength) GO
Beam Depth when Horizontal Shearing Stress is Given
Height of Beam= (3*Total Shear)/(2*width of beam*Horizontal Shearing Stress) GO
Shear Range due to Live and Impact Load when Horizontal Shear Range is Given
Shear Range=Horizontal Shearing Stress*Area Moment Of Inertia/Static Moment GO
Static Moment of Transformed Section when Horizontal Shear Range is Given
Static Moment=Horizontal Shearing Stress*Area Moment Of Inertia/Shear Range GO
Horizontal Shear Range at the juncture of Slab and Beam
Horizontal Shearing Stress=Shear Range*Static Moment/Area Moment Of Inertia GO
Total Shear when Horizontal Shearing Stress is Given
Total Shear= (2*Horizontal Shearing Stress*Height of Beam*width of beam)/3 GO
Beam Width when Horizontal Shearing Stress is Given
width of beam=(3*Total Shear)/(2*Height of Beam*Horizontal Shearing Stress) GO
Area of steel beam when Total horizontal shear Vh is given
steel area=2*Horizontal Shearing Stress/Yield Strength GO
Yield Strength when Total Horizontal Shear Vh is Given
Yield Strength=2*Horizontal Shearing Stress/steel area GO

11 Other formulas that calculate the same Output

Moment of inertia of hollow rectangle about centroidal axis x-x parallel to breadth
Area Moment Of Inertia=((Breadth of rectangle*Length of rectangle^3)-(Inner breadth of hollow rectangle*Inner length of hollow rectangle^3))/12 GO
Moment of inertia of hollow circle about diametrical axis
Area Moment Of Inertia=(pi/64)*(Outer diameter of circular section^4-Inner Diameter of Circular Section^4) GO
Moment of Inertia from bending moment and bending stress
Area Moment Of Inertia=(Bending moment*Distance from neutral axis)/Bending Stress GO
Moment of inertia of rectangle about centroidal axis along x-x parallel to breadth
Area Moment Of Inertia=Breadth of rectangle*(Length of rectangle^3/12) GO
Moment of inertia of rectangle about centroidal axis along y-y parallel to length
Area Moment Of Inertia=Length of rectangle*(Breadth of rectangle^3)/12 GO
Moment of inertia of triangle about centroidal axis x-x parallel to base
Area Moment Of Inertia=(Base of triangle*Height of triangle^3)/36 GO
Moment of inertia if radius of gyration is known
Area Moment Of Inertia=Area of cross section*Radius of gyration^2 GO
Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron
Area Moment Of Inertia=Allowable Load*(Length of column^2) GO
Moment of inertia of rectangular cross-section along centroidal axis parallel to length
Area Moment Of Inertia=((Length^3)*Breadth)/12 GO
Moment of inertia of a circular cross-section about the diameter
Area Moment Of Inertia=pi*(Diameter ^4)/64 GO
Moment of inertia of circle about diametrical axis
Area Moment Of Inertia=(pi*Diameter ^4)/64 GO

Moment of Inertia of Transformed Section when Horizontal Shear Range is Given Formula

Area Moment Of Inertia=Static Moment*Shear Range/Horizontal Shearing Stress
I=Q*V<sub>r</sub>/H<sub>
More formulas
Horizontal Shear Range at the juncture of Slab and Beam GO
Shear Range due to Live and Impact Load when Horizontal Shear Range is Given GO
Static Moment of Transformed Section when Horizontal Shear Range is Given GO
Allowable Horizontal Shear for Individual Connector for 100,000 cycles GO
Allowable Horizontal Shear for Individual Connector for 500,000 cycles GO
Allowable Horizontal Shear for Individual Connector for 2 million cycles GO
Allowable Horizontal Shear for Individual Connector for over 2 million cycles GO
Allowable Horizontal Shear for welded studs for 100,000 cycles GO
Allowable Horizontal Shear for welded studs for 500,000 cycles GO
Allowable Horizontal Shear for welded studs for 2 million cycles GO
Allowable Horizontal Shear for welded studs for over 2 million cycles GO

What is Moment of Inertia ?

The moment of inertia about any point or axis is the product of the area and the perpendicular distance between the point or axis to the centre of gravity of the area. This is called the first moment of area

How to Calculate Moment of Inertia of Transformed Section when Horizontal Shear Range is Given?

Moment of Inertia of Transformed Section when Horizontal Shear Range is Given calculator uses Area Moment Of Inertia=Static Moment*Shear Range/Horizontal Shearing Stress to calculate the Area Moment Of Inertia, The Moment of Inertia of Transformed Section when Horizontal Shear Range is Given formula is defined as second moment of area for a composite section using modular ratio. Area Moment Of Inertia and is denoted by I symbol.

How to calculate Moment of Inertia of Transformed Section when Horizontal Shear Range is Given using this online calculator? To use this online calculator for Moment of Inertia of Transformed Section when Horizontal Shear Range is Given, enter Static Moment (Q), Shear Range (Vr) and Horizontal Shearing Stress (H and hit the calculate button. Here is how the Moment of Inertia of Transformed Section when Horizontal Shear Range is Given calculation can be explained with given input values -> 1.000E-13 = 1E-08*10000/1000000000.

FAQ

What is Moment of Inertia of Transformed Section when Horizontal Shear Range is Given?
The Moment of Inertia of Transformed Section when Horizontal Shear Range is Given formula is defined as second moment of area for a composite section using modular ratio and is represented as I=Q*Vr/H or Area Moment Of Inertia=Static Moment*Shear Range/Horizontal Shearing Stress. Static Moment of transformed compressive concrete area about neutral axis of transformed section, Shear Range is difference between minimum and maximum shears at the point ,due to live load and impact and Horizontal Shearing Stress is defined as all the forces induced(bending monent,shear stress) in the upper part of the section. .
How to calculate Moment of Inertia of Transformed Section when Horizontal Shear Range is Given?
The Moment of Inertia of Transformed Section when Horizontal Shear Range is Given formula is defined as second moment of area for a composite section using modular ratio is calculated using Area Moment Of Inertia=Static Moment*Shear Range/Horizontal Shearing Stress. To calculate Moment of Inertia of Transformed Section when Horizontal Shear Range is Given, you need Static Moment (Q), Shear Range (Vr) and Horizontal Shearing Stress (H. With our tool, you need to enter the respective value for Static Moment, Shear Range and Horizontal Shearing Stress 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 Area Moment Of Inertia?
In this formula, Area Moment Of Inertia uses Static Moment, Shear Range and Horizontal Shearing Stress. We can use 11 other way(s) to calculate the same, which is/are as follows -
  • Area Moment Of Inertia=Allowable Load*(Length of column^2)
  • Area Moment Of Inertia=(Bending moment*Distance from neutral axis)/Bending Stress
  • Area Moment Of Inertia=((Length^3)*Breadth)/12
  • Area Moment Of Inertia=Area of cross section*Radius of gyration^2
  • Area Moment Of Inertia=Breadth of rectangle*(Length of rectangle^3/12)
  • Area Moment Of Inertia=Length of rectangle*(Breadth of rectangle^3)/12
  • Area Moment Of Inertia=((Breadth of rectangle*Length of rectangle^3)-(Inner breadth of hollow rectangle*Inner length of hollow rectangle^3))/12
  • Area Moment Of Inertia=(Base of triangle*Height of triangle^3)/36
  • Area Moment Of Inertia=(pi*Diameter ^4)/64
  • Area Moment Of Inertia=(pi/64)*(Outer diameter of circular section^4-Inner Diameter of Circular Section^4)
  • Area Moment Of Inertia=pi*(Diameter ^4)/64
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