Rudrani Tidke
Cummins College of Engineering for Women (CCEW), Pune
Rudrani Tidke has created this Calculator and 100+ more calculators!
Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
Alithea Fernandes has verified this Calculator and 100+ more calculators!

11 Other formulas that you can solve using the same Inputs

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
Gross Cross-Sectional Area of Column when Total Allowable Axial Load is Given
Gross area of column=Allowable Load/(0.25*Compressive strength+Allowable stress in vertical reinforcement*Area ratio of cross sectional area to gross area) GO
Radius of Gyration for Single Curvature Bent Member when Load Reduction Factor is Given
Radius of gyration of gross concrete area=1.07-(0.008*Length of column/Long column load reduction factor) GO
Critical Slenderness Ratio for Aluminium Columns
Slenderness Ratio=sqrt(51000000/(Allowable Load/Cross sectional area)) GO
Critical Slenderness Ratio for Cast Iron Columns
Slenderness Ratio=(12000-(Allowable Load/Cross sectional area))/60 GO
Shaft Resistance when Allowable Load and Safety Factor is Given
Shaft Resistance=Factor of Safety*Allowable Load-Toe Resistance GO
Toe Resistance when Allowable Load and Safety Factor is Given
Toe Resistance=Allowable Load*Factor of Safety-Shaft Resistance GO
Smallest Moment of Inertia Allowable at Worst Section for Medium Carbon Steel
Moment of Inertia=Allowable Load*(Length of column^2) GO
Smallest Moment of Inertia Allowable at Worst Section for Low Carbon Steel
Moment of Inertia=Allowable Load*(Length of column^2) GO
Smallest Moment of Inertia Allowable at Worst Section for Cast Iron
Moment of Inertia=Allowable Load*(Length of column^2) 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
Minimum Moment of Inertia of a Transverse Stiffener
Area Moment Of Inertia=Spacing of Stirrups*Breadth of the web^3*(2.5*Overall depth of column^2/Breadth of the web^2-2) 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
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

Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron Formula

Area Moment Of Inertia=Allowable Load*(Length of column^2)
I=Q <sub>a</sub>*(l^2)
More formulas
Euler's Formula for Critical Buckling Load GO
Euler's Formula for Critical Buckling Load when Area is Given GO
Smallest Moment of Inertia Allowable at Worst Section for Cast Iron GO
Smallest Moment of Inertia Allowable at Worst Section for Low Carbon Steel GO
Smallest Moment of Inertia Allowable at Worst Section for Medium Carbon Steel GO
Maximum Stress For a Rectangular Cross Section GO
Maximum Stress For a Circular Cross Section GO
Theoretical Maximum Stress for ANC Code Alloy Steel Tubing GO
Theoretical Maximum Stress for ANC Code 2017ST Aluminium GO
Theoretical Maximum Stress for ANC Code Spruce GO
Theoretical Maximum Stress for Johnson Code Steels GO
Theoretical Maximum Stress for Secant Code Steels GO
Length of a Rectangular Section Under Compression GO
Maximum Stress For a Circular Section Under Compression GO
Maximum Stress For a Rectangular Section Under Compression GO
Radius of the Kern for a Circular Ring GO
Radius of the Kern for a Hollow Square GO
Critical Slenderness Ratio for Cast Iron Columns GO
Ultimate Load per Area for Cast Iron Columns GO
Ultimate Load per Area for Aluminium Columns GO
Ultimate Load per Area for Aluminium Columns GO
Critical Slenderness Ratio for Aluminium Columns GO
Specified Compressive Strength of Concrete when Nominal Bearing Strength is Given GO
Nominal Bearing Strength of the Concrete GO
Area of the Base Plate when Nominal Bearing Strength is Given GO
Area of the Supporting Concrete when Nominal Bearing Strength is Given GO
Required Area of a Base Plate for a Factored Load GO
Factored Load when Base Plate Area is Given GO
Width Parallel to the Flanges GO
Base Plate Thickness when Projection of Base Plate Beyond the Flange and Parallel to Web is Given GO
Base Plate Thickness when Projection of Base Plate Beyond Flange and Perpendicular to Web is Given GO
Projection of Base Plate Beyond the Flange and Parallel to Web GO
Projection of Base Plate Beyond the Flange and Perpendicular to Web GO
Thickness of Wall for a Hollow Octagon GO
Area of foundation of the Lowest Column of a Structure GO
Load when Area of Lowest Column of a Structure is Given GO
Allowable Bearing Pressure when Area of Lowest Column of a Structure is Given GO
Allowable Bearing Pressure when Full Area of Support is Occupied by Base Plate GO
Equivalent Cantilever Dimension GO
Base Plate Thickness GO
Design Strength of an Axially Loaded Composite Column GO
Gross Area of Steel Core when Design Strength of Axially Loaded Composite Column is Given GO
Design Strength of Concrete for Direct Bearing GO
Loaded Area when Design Strength of Concrete for Direct Bearing is Given GO
Critical Buckling Load for Pin Ended Columns GO
Slenderness Ratio of when Critical Buckling Load for Pin Ended Columns is Given GO
Cross-Sectional Area when Critical Buckling Load for Pin Ended Columns is Given GO
Elastic Critical Buckling Load GO
Cross-Sectional Area when Elastic Critical Buckling Load is Given GO
Radius of Gyration of Column when Elastic Critical Buckling Load is Given GO
Torsional Buckling Load for Pin Ended Columns GO
Cross-Sectional Area when Torsional Buckling Load for Pin Ended Columns is Given GO
Polar Moment of Inertia for Pin Ended Columns GO
Axial Buckling Load for a Warped Section GO
Cross-Sectional Area when Axial Buckling Load for a Warped Section is Given GO
Polar Moment of Inertia when Axial Buckling Load for a Warped Section is Given GO
Radius of Gyration of Column when Allowable Compressive Stress for Aluminium Columns is Given GO
Length of Column when Allowable Compressive Stress for Aluminium Columns is Given GO
Allowable Compressive Stress for Aluminium Columns GO
Allowable Compressive Stress for Aluminium Columns when Column Yield Stress is Given GO
Transition from Long to Short Column Range GO
Column Ultimate Strength with Zero Eccentricity of Load GO
Yield Strength of Reinforcing Steel when Column Ultimate Strength is Given GO
28-day Concrete Compressive Strength 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
LRFD Strength for a Compression Member GO
LRFD Design Strength of Member GO
Slenderness Ratio that Demarcates Between Inelastic from Elastic Buckling GO
Allowable Compression Stress when Slenderness Ratio is less than Cc GO
Allowable Compression Stress when Slenderness Ratio is Greater than Cc GO

What is area moment of inertia?

The area moment of inertia is a property of a two-dimensional plane shape which characterizes its deflection under loading. It is also known as the second moment of area or second moment of inertia. The area moment of inertia has dimensions of length to the fourth power.

How to Calculate Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron?

Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron calculator uses Area Moment Of Inertia=Allowable Load*(Length of column^2) to calculate the Area Moment Of Inertia, Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron formula is defined as the quantity expressed by the body resisting angular acceleration which is the sum of the product of the mass of every particle with its square of a distance from the axis of rotation. Area Moment Of Inertia and is denoted by I symbol.

How to calculate Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron using this online calculator? To use this online calculator for Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron, enter Allowable Load (Q a) and Length of column (l) and hit the calculate button. Here is how the Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron calculation can be explained with given input values -> 250000 = 10000*(5^2).

FAQ

What is Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron?
Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron formula is defined as the quantity expressed by the body resisting angular acceleration which is the sum of the product of the mass of every particle with its square of a distance from the axis of rotation and is represented as I=Q a*(l^2) or Area Moment Of Inertia=Allowable Load*(Length of column^2). Allowable load is the maximum working load that can be applied on the structure and Length of column is the distance between two points where a column gets its fixity of support so its movement is restrained in all directions.
How to calculate Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron?
Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron formula is defined as the quantity expressed by the body resisting angular acceleration which is the sum of the product of the mass of every particle with its square of a distance from the axis of rotation is calculated using Area Moment Of Inertia=Allowable Load*(Length of column^2). To calculate Smallest Moment of Inertia Allowable at Worst Section for Wrought Iron, you need Allowable Load (Q a) and Length of column (l). With our tool, you need to enter the respective value for Allowable Load and Length 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 Area Moment Of Inertia?
In this formula, Area Moment Of Inertia uses Allowable Load and Length of column. We can use 11 other way(s) to calculate the same, which is/are as follows -
  • 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
  • Area Moment Of Inertia=Spacing of Stirrups*Breadth of the web^3*(2.5*Overall depth of column^2/Breadth of the web^2-2)
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