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Tee(T) Section Elastic Modulus Calculator

This calculator determines key structural properties of T-shaped sections (tees) used in steel construction, mechanical design, and civil engineering.

T-Section Modulus Calculator

T Section Elastic Modulus Calculator

Moment of Inertia (Ixx): cm⁴
Moment of Inertia (Iyy): cm⁴
Elastic Section Modulus (Sxx): cm³
Elastic Section Modulus (Syy): cm³
Plastic Section Modulus (Zxx): cm³
Plastic Section Modulus (Zyy): cm³
Cross-sectional Area (A): cm²
Centroid Position (yc): mm

Formulas for T-sections:

Ixx = Σ(Ilocal + A·d2)

Iyy = tw3H/12 + B3tf/12

Sxx = Ixx/ymax, Syy = Iyy/(B/2)

Zxx = A·(yt + yc)/2, Zyy = B2tf/4 + Htw2/4

What is the Elastic Section Modulus of a T-Section?

The elastic section modulus of a T-section is a fundamental geometric property used to assess its bending resistance. T-sections are commonly used in structural applications where asymmetric profiles are required.

Calculation Overview:

The section modulus is calculated based on the moment of inertia and the distance from the neutral axis to the outermost fiber, using the formula:

S = \frac{I}{c}
Where:
S = Elastic section modulus
I = Moment of inertia of the T-section
c = Distance from the neutral axis to the extreme fiber

Application:

The elastic section modulus is essential for calculating bending stress using:
σ = \frac{M}{S}
Where:
σ = Bending stress
M = Applied bending moment
S = Section modulus (mm³ or in³)

Use this calculator to quickly determine the bending strength of T-sections in both metric and imperial units.

Calculate moment of inertia, elastic/plastic section modulus, and cross-sectional area for T-sections. Free online tool for engineers with metric/imperial unit support.


🔹 Overview & Features

Key Features:

  • ✅ Dual-unit support: Metric (mm) and Imperial (inches) inputs
  • ✅ Comprehensive outputs:
    • Moments of inertia (Ixx, Iyy)
    • Elastic section moduli (Sxx, Syy)
    • Plastic section moduli (Zxx, Zyy)
    • Cross-sectional area (A)
    • Centroid position (yc)
  • ✅ Formulas based on parallel axis theorem and standard mechanics principles
  • ✅ Mobile-friendly design with clean interface

🔹 How to Use

  1. Input Dimensions:
    • Flange width (B)
    • Web height (H)
    • Flange thickness (t<sub>f</sub>)
    • Web thickness (t<sub>w</sub>)
  2. Select Units: Choose between mm or inches
  3. Click “Calculate”: Results instantly display with correct units
  4. Interpret Results:
    • Use Ixx/Iyy for deflection/stiffness calculations
    • Sxx/Syy for elastic bending capacity
    • Zxx/Zyy for plastic bending capacity

🔹 FAQ

  • Q1: What’s the difference between elastic (S) and plastic (Z) modulus?
    A: Elastic modulus (S) assumes linear stress distribution, while plastic modulus (Z) accounts for full section yielding. Z is typically 1.1-1.5× S for T-sections.
  • Q2: Why is centroid position important?
    A: Centroid (yc) determines the neutral axis location, critical for calculating Sxx and Zxx.
  • Q3: How accurate are the plastic modulus calculations?
    A: Results are approximations (±2-5%) based on simplified formulas. For critical designs, verify with exact methods.
  • Q4: Can I use this for inverted T-sections?
    A: Yes – results are valid regardless of orientation.

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