CROSS-SECTION PROPERTIES

Moment of Inertia Calculator

Calculate centroid coordinates (x̄, ȳ), second moment of area (Ix, Iy), elastic section modulus, and radius of gyration for rectangular, circular, I-beam, and composite cross-sections.

Primary Governing Relation:

I_xx = ∫ y² dA = I_c + A·d²

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Beam Master handles any combination of point loads, uniform distributed loads (UDL), varying loads (UVL), and applied moments with instant SFD, BMD, and deflection curves.

Features Included:
Instant Shear Force Jump Calculations
Parabolic & Cubic Bending Moment Profiles
Double Integration & Macaulay Deflection
Complete 11-Step LaTeX Derivations

How to Calculate Composite Cross-Section Inertia

For built-up shapes (I-beams, T-sections, channels), follow this 3-step engineering process:

I-Beam Moment of Inertia Technical Diagram
STEP 1

Find Centroid (ȳ)

ȳ = (∑ A_i · y_i) / (∑ A_i)

STEP 2

Individual I_i

I_i = (b_i · h_i³) / 12

STEP 3

Parallel Axis

I_total = ∑ (I_i + A_i · d_i²)

Engineering Formulas & Governing Equations

Rectangle Centroidal Moment of Inertia

Equation 01
I_x = (b · h³) / 12, I_y = (h · b³) / 12

Second moment of area for a solid rectangular section of base b and height h about its neutral centroidal axes.

Parallel Axis Theorem (Steiner’s Theorem)

Equation 02
I_total = ∑ [ I_centroid + A · d² ]

Calculates the moment of inertia of compound sections about the global neutral axis shifted by distance d.

Solid Circular Cross-Section

Equation 03
I_x = I_y = (π · d⁴) / 64 = (π · r⁴) / 4

Second moment of area for a solid circle with diameter d and radius r.

Elastic Section Modulus (S or Z)

Equation 04
S_x = I_x / y_max

Measures bending resistance against peak fiber flexural stress: σ_max = M / S_x.

Frequently Asked Questions

Calculation Details & Clarifications

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