Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
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Mayank Tayal
National Institute of Technology (NIT), Durgapur
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11 Other formulas that you can solve using the same Inputs

Maximum shear stress(at neutral axis)
Maximum shear stress=(Shear Force/(M.I of the area of section*Thickness of web))*(((Width of Section*((Outer length of I-section^2)-(Inner length of I-section^2)))/8)+(Thickness of web*((Inner length of I-section^2)/8))) GO
Maximum shear force(at neutral axis)
Shear Force=(Maximum shear stress*M.I of the area of section*Thickness of web)/(((Width of Section*((Outer length of I-section^2)-(Inner length of I-section^2)))/8)+(Thickness of web*((Inner length of I-section^2)/8))) GO
Moment of inertia of section if maximum shear stress and force is known
M.I of the area of section=(Shear Force/(Shear Stress*Thickness of web))*(((Width of Section*((Outer length of I-section^2)-(Inner length of I-section^2)))/8)+(Thickness of web*((Inner length of I-section^2)/8))) GO
Thickness of web if maximum shear stress and force is known
Thickness of web=(Shear Force/(M.I of the area of section*Shear Stress))*(((Width of Section*((Outer length of I-section^2)-(Inner length of I-section^2)))/8)+(Thickness of web*((Inner length of I-section^2)/8))) GO
Shear force(at junction of top of web)
Shear Force=(Shear Stress*(8*M.I of the area of section*Thickness of web))/(Width of Section*((Outer length of I-section^2)-(Inner length of I-section^2))) GO
Moment of inertia of section if shear stress at the junction of top of web is known
M.I of the area of section=(Shear Force*Width of Section*((Outer length of I-section^2)-(Inner length of I-section^2)))/(8*Shear Stress*Thickness of web) GO
Thickness of web if shear stress at the junction of top of web is known
Thickness of web=(Shear Force*Width of Section*((Outer length of I-section^2)-(Inner length of I-section^2)))/(8*M.I of the area of section*Shear Stress) GO
Shear stress(at junction of top of web)
Shear Stress=(Shear Force*Width of Section*((Outer length of I-section^2)-(Inner length of I-section^2)))/(8*M.I of the area of section*Thickness of web) GO
Section Modulus of Hollow Rectangular Section
Section Modulus=(Width of Section*(Depth of Section^3)-Interior Depth of Section*(Interior Depth of Section^3))/(6*Depth of Section) GO
Area of the flange(area above the considered section)
Area=Width of Section*((Outer length of I-section/2)-Distance b/w considered and neutral layer) GO
Section Modulus of Rectangular Section
Section Modulus=(Width of Section*(Depth of Section^2))/6 GO

11 Other formulas that calculate the same Output

Section modulus for hollow rectangular section
Section Modulus=((Outer breadth of hollow rectangle*(Outer length of hollow rectangle^3))-(Inner breadth of hollow rectangle*(Inner length of hollow rectangle^3)))/(6*Outer length of hollow rectangle) GO
Section Modulus of Hollow Rectangular Section
Section Modulus=(Width of Section*(Depth of Section^3)-Interior Depth of Section*(Interior Depth of Section^3))/(6*Depth of Section) GO
Section Modulus of Hollow circular tube of uniform section
Section Modulus=(pi*((Diameter of Section^4)-(Interior Diameter of Circular Section^4)))/(32*Diameter of Section) GO
Section modulus
Section Modulus=M.I of the area of section/Distance b/w outermost and neutral layer GO
Section modulus in terms of maximum moment of resistance
Section Modulus=Maximum moment of resistance/Maximum stress in the layer GO
Section Modulus
Section Modulus=(Moment of Inertia)/(Distance from the Neutral axis) GO
Section Modulus
Section Modulus=(Breadth of the Section*Height of the Section^2)/6 GO
Section modulus for rectangular section
Section Modulus=(Breadth of rectangle*(Length of rectangle^2))/6 GO
Section Modulus for Braced Non-Compact Section for LFD when Maximum Bending Moment is Given
Section Modulus=Maximum Bending Moment/yield strength of steel GO
Section Modulus of Rectangular Section
Section Modulus=(Width of Section*(Depth of Section^2))/6 GO
Section Modulus of Circular Section
Section Modulus=(pi*(Diameter of Section^3))/32 GO

Section Modulus of Triangular Section Formula

Section Modulus=(Width of Section*(Height of Section ^2))/24
S=(B*(h^2))/24
More formulas
Section Modulus of Rectangular Section GO
Section Modulus of Hollow Rectangular Section GO
Section Modulus of Circular Section GO
Section Modulus of Hollow circular tube of uniform section GO

What is Section Modulus of Triangular Section?

Section Modulus of Triangular Section Section modulus is a geometric property for a triangular cross-section used in the design of beams or flexural members.

How to Calculate Section Modulus of Triangular Section?

Section Modulus of Triangular Section calculator uses Section Modulus=(Width of Section*(Height of Section ^2))/24 to calculate the Section Modulus, The Section Modulus of Triangular Section formula is defined as (base of triangular section*(height of triangular section^2))/24. Section Modulus and is denoted by S symbol.

How to calculate Section Modulus of Triangular Section using this online calculator? To use this online calculator for Section Modulus of Triangular Section, enter Width of Section (B) and Height of Section (h) and hit the calculate button. Here is how the Section Modulus of Triangular Section calculation can be explained with given input values -> 416.6667 = (0.1*(0.01^2))/24.

FAQ

What is Section Modulus of Triangular Section?
The Section Modulus of Triangular Section formula is defined as (base of triangular section*(height of triangular section^2))/24 and is represented as S=(B*(h^2))/24 or Section Modulus=(Width of Section*(Height of Section ^2))/24. Width of Section is the width of the rectangular cross-section of the beam parallel to the axis in consideration and Height of Section is the height of the triangular section.
How to calculate Section Modulus of Triangular Section?
The Section Modulus of Triangular Section formula is defined as (base of triangular section*(height of triangular section^2))/24 is calculated using Section Modulus=(Width of Section*(Height of Section ^2))/24. To calculate Section Modulus of Triangular Section, you need Width of Section (B) and Height of Section (h). With our tool, you need to enter the respective value for Width of Section and Height of Section 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 Section Modulus?
In this formula, Section Modulus uses Width of Section and Height of Section . We can use 11 other way(s) to calculate the same, which is/are as follows -
  • Section Modulus=(Moment of Inertia)/(Distance from the Neutral axis)
  • Section Modulus=(Width of Section*(Depth of Section^2))/6
  • Section Modulus=(Width of Section*(Depth of Section^3)-Interior Depth of Section*(Interior Depth of Section^3))/(6*Depth of Section)
  • Section Modulus=(pi*(Diameter of Section^3))/32
  • Section Modulus=(pi*((Diameter of Section^4)-(Interior Diameter of Circular Section^4)))/(32*Diameter of Section)
  • Section Modulus=(Breadth of the Section*Height of the Section^2)/6
  • Section Modulus=Maximum Bending Moment/yield strength of steel
  • Section Modulus=Maximum moment of resistance/Maximum stress in the layer
  • Section Modulus=M.I of the area of section/Distance b/w outermost and neutral layer
  • Section Modulus=(Breadth of rectangle*(Length of rectangle^2))/6
  • Section Modulus=((Outer breadth of hollow rectangle*(Outer length of hollow rectangle^3))-(Inner breadth of hollow rectangle*(Inner length of hollow rectangle^3)))/(6*Outer length of hollow rectangle)
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