Formula library

Plastic Section Modulus

Plastic Section Modulus
\[Z_p=A_cy_c+A_ty_t\]

Variables

Zpplastic section modulus (m³)
Accompression area above the plastic neutral axis (m²)
ycdistance from plastic neutral axis to centroid of compression area (m)
Attension area below the plastic neutral axis (m²)
ytdistance from plastic neutral axis to centroid of tension area (m)

Description

What is this formula?

The plastic section modulus is a geometric property used in plastic design of structural members. It represents the maximum moment-carrying capacity of a cross-section when the entire section has yielded.


When to use it

Use this formula when evaluating the plastic moment capacity of steel beams and other ductile structural members. It is commonly applied in limit state design and plastic analysis.


Example

A symmetrical steel section has:


Ac = 0.010 m²

yc = 0.15 m

At = 0.010 m²

yt = 0.15 m


Formula:

Zp = Ac*yc + At*yt


Substitution:

Zp = (0.010*0.15)+(0.010*0.15)


Result:

Zp = 0.0030 m³


Applications

Plastic beam design, steel structures, moment capacity calculations, collapse analysis, structural optimization, and limit state engineering.

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