What is section modulus?
The ratio of Area Moment of Inertia to the Distance from the Neutral Axis to the Point where the Bending Normal Stress is determined.
Section modulus (Z) = I/Y
It is a geometric property for a given cross-section used in the design of beams or flexural members.
Also, it is the direct Measure of Strength of a beam. Higher the Section Modulus higher will be the Resistance to Bending.
The property used in beam design is section modulus (Z).
It is the ratio of moment of inertia about the neutral axis upon the farthest point of a section from the neutral axis.
A beam that has a larger section modulus than another will be stronger and capable of supporting greater loads, it is denoted by Z.
To calculate Z, the distance (y) to the extreme fibres from the centroid (or neutral axis) must be found as that is where the maximum stress could cause failure.
Hence, if the maximum stress offered by the section is known we can easily compute the moment of resistance that can be offered by the section. hence for a beam of given material the greatest moment of resistance the beam section can offer is given by
M = f(safe).Z
where, f(safe) = maximum bending stress which occurs at the point most distant from the neutral axis.
It may be defined as the ratio of total moment resisted by the section to the stress in the extreme fibre which is equal to yield stress.
Inelastic bending, the stress distribution in the beam is as follows:
As per the theory of pure bending :
Where M= bending moment
I = moment of inertia of the section about the bending axis.
Sigma=fibre stress at a distance ‘y’ from the centroidal/neutral axis.
R = radius of curvature of the bent beam.
E = Young’s Modulus of the material of the beam.
If y is replaced by c, the distance to remotest element, from the neutral axis or centroidal axis, then
Where Z= section modulus and is given by
This Z is the elastic section modulus used for an elastic design for the beam. It is usually denoted by Ze.
When the stress distribution in the beam becomes plastic, the analysis changes.
In the case of plastic bending:
The stress distribution within a cross-section in plastic bending is:
Moment resisted by a section that has attained full plasticity is given by:
M = Fy* (A/2) * ( Yc +Yt )
M = Moment
Fy = Yield stress
A = Area of the cross-section
Yc = distance of the centre of the area under compression from the equal-area axis.
Yt = distance of the centre of the area under tension from the equal-area axis.
M = Fy* (A/2) * ( Yc +Yt )
Zp = M/Fy.
Zp = (A/2) * ( Yc +Yt )
This is the plastic section modulus and may be used for the plastic design of beams.
For the same section, the plastic and elastic modulus are different. The difference in their values indicates the reserve in strength or moment-resisting capacity that a section made from sufficiently ductile material possesses.
The ratio between plastic and elastic section modulus is known as shape factor. The more is the value of shape factor the more is the reserve strength in the section on attaining plasticity.
Shape factor = Plastic modulus/ Elastic modulus
It can be intuitively seen that as more and more material is concentrated near the centre or equal-area axis (as in circular or rhombus section) the value of shape factor increases and as more and more material is concentrated away from the centre or equal area axis (as in I section) the value of shape factor decreases.
To determine if a steel section can be curved you need to first determine its section modulus and then see if you have the correct bending equipment.
It is the direct measure of the strength of the steel. Bending a steel section that has a larger section modulus than another will be stronger and harder to bend.
It is a geometric property for a given cross-section used in the design of flexural members.
There are two types of section module, the elastic section modulus (S) and the plastic section modulus (Z).
In the case of bending a steel section, it is important to calculate ‘S’ by taking the moment of inertia of the area of the cross-section of a structural member – divided by the distance from the neutral axis to the furthest point of the steel section.
This is where the steel will bend first. The bending moment that it takes to yield that section equals the section modulus times the yield strength.
In simple terms, it is the ratio of bending moment to bending stress for steel.
If your steel has a high section modulus it will be harder to bend and can withstand a high moment without having high bending stress.
You need to divide the maximum bending moment by the section modulus to get the bending stress and then compare the bending stress to the allowable tensile stress to see if the steel can take that much moment.
All bending equipment have section modulus ratings. A three-roll section bender can be designed to bend steel with section modulus between 0.4 to 500 in3.
So, to determine if the equipment can bend your steel section, you need to calculate the section modulus mathematically or by referring to engineering tables.
Then, if that amount is equal or less than that of the calculated strength of the bending machine, your machine should be able to curve the section.