Please copy and paste this embed script to where you want to embed

Section modulus

1

Section modulus Section modulus is a geometric property for a given cross-section used in the design of beams or flexural members. Other geometric properties used in design include area for tension, radius of gyration for compression, and moment of inertia for stiffness. Any relationship between these properties is highly dependent on the shape in question. Equations for the section moduli of common shapes are given below. There are two types of section moduli, the elastic section modulus (S) and the plastic section modulus (Z).

Notation North American and British/Australian convention reverse the usage of S & Z. Elastic modulus is S in North America,[1] but Z in Britain/Australia,[2] and vice versa for the plastic modulus. Eurocode 3 (EN 1993 - Steel Design) resolves this by using W for both, but distinguishes between them by the use of subscripts - Wel and Wpl.

Elastic section modulus For general design, the elastic section modulus is used, applying up to the yield point for most metals and other common materials. The elastic section modulus is defined as S = I / y, where I is the second moment of area (or moment of inertia) and y is the distance from the neutral axis to any given fibre.[3] It is often reported using y = c, where c is the distance from the neutral axis to the most extreme fibre, as seen in the table below. It is also often used to determine the yield moment (My) such that My = S × σy, where σy is the yield strength of the material.[3]

Section modulus equations[4] Cross-sectional shape

Figure

Equation

Comment

Rectangle

Solid arrow represents neutral axis

doubly symmetric I-section (strong axis)

NA indicates neutral axis

doubly symmetric I-section (weak axis)

NA indicates neutral axis

Circle

[4]

Solid arrow represents neutral axis

Circular tube

Solid arrow represents neutral axis

Rectangular tube

NA indicates neutral axis

Section modulus

2

Diamond

NA indicates neutral axis

C-channel

NA indicates neutral axis

Plastic section modulus The Plastic section modulus is used for materials where (irreversible) plastic behaviour is dominant. The majority of designs do not intentionally encounter this behaviour. The plastic section modulus depends on the location of the plastic neutral axis (PNA). The PNA is defined as the axis that splits the cross section such that the compression force from the area in compression equals the tension force from the area in tension. So, for sections with constant yielding stress, the area above and below the PNA will be equal, but for composite sections, this is not necessarily the case. The plastic section modulus is then the sum of the areas of the cross section on each side of the PNA (which may or may not be equal) multiplied by the distance from the local centroids of the two areas to the PNA:

Description

Figure

Equation

Comment

Rectangular section

For the two flanges of an I-beam with the web

[5]

,

where:

=width,

=thickness,

excluded

are the distances from the neutral axis to the centroids of the flanges respectively.

For an I Beam including the web

[6]

For an I Beam (weak axis) Solid Circle

Hollow Circle

The plastic section modulus is used to calculate the plastic moment, Mp, or full capacity of a cross-section. The two terms are related by the yield strength of the material in question, Fy, by Mp=Fy*Z. Sometimes Z and S are related by defining a 'k' factor which is something of an indication of capacity beyond first yield. k=Z/S Therefore for a rectangular section, k=1.5

Section modulus

References [3] Kulak, G.L. and Grondin, G.Y., 2006, Limit States Design in Structural Steel 8th Ed., Canadian Institute of Steel Construction. [4] Gere, J. M. and Timoshenko, S., 1997, Mechanics of Materials 4th Ed., PWS Publishing Co. [5] American Institute of Steel Construction: Load and Resistance Factor Design, 3rd Edition, pp. 17-34.

External links • http://www.engineeringtoolbox.com/american-wide-flange-steel-beams-d_1318.html - List of section moduli for common beam shapes • http://www.novanumeric.com/samples.php?CalcName=SectionModulus - Online Calculation for Section Modulus

3

Article Sources and Contributors

Article Sources and Contributors Section modulus Source: http://en.wikipedia.org/w/index.php?oldid=555141680 Contributors: Bbanerje, Bigmonolith, Carl.bunderson, Chaley67, David Eppstein, Drendy88, Earlyehlinger, Gogo Dodo, HMSSolent, Hess88, J Milburn, Jefflayman, Khakiandmauve, KostisNikolaou, LanaMohinder, Lmi005, Magioladitis, Michael Devore, Michael Hardy, Muchado, Rjwilmsi, Rmendozajr, RonRodex, Roofstrider, Rzarx, Seam.us, Sehlstrom, Sookiasp, Stephenb, Sturm55, Syth, Wizard191, Yeokaiwei, Zojj, 105 anonymous edits

Image Sources, Licenses and Contributors Image:Area moment of inertia of a rectangle.svg Source: http://en.wikipedia.org/w/index.php?title=File:Area_moment_of_inertia_of_a_rectangle.svg License: Creative Commons Attribution-ShareAlike 3.0 Unported Contributors: Hemmingsen, WikipediaMaster Image:Section modulus-I-beam-strong axis.svg Source: http://en.wikipedia.org/w/index.php?title=File:Section_modulus-I-beam-strong_axis.svg License: Public Domain Contributors: Section_modulus-I-beam-weak_axis.svg: *Area_moment_of_inertia_of_a_I-beam.svg: Zielu20 derivative work: Wizard191 (talk) derivative work: Wizard191 (talk) Image:Section modulus-I-beam-weak axis.svg Source: http://en.wikipedia.org/w/index.php?title=File:Section_modulus-I-beam-weak_axis.svg License: Public Domain Contributors: Area_moment_of_inertia_of_a_I-beam.svg: Zielu20 derivative work: Wizard191 (talk) Image:Area moment of inertia of a circle.svg Source: http://en.wikipedia.org/w/index.php?title=File:Area_moment_of_inertia_of_a_circle.svg License: Creative Commons Attribution-ShareAlike 3.0 Unported Contributors: Hemmingsen, INVERTED, WikipediaMaster, 1 anonymous edits Image:Area moment of inertia of a circular area.svg Source: http://en.wikipedia.org/w/index.php?title=File:Area_moment_of_inertia_of_a_circular_area.svg License: Creative Commons Attribution-ShareAlike 3.0 Unported Contributors: Hemmingsen, WikipediaMaster File:Section modulus-rectangular tube.svg Source: http://en.wikipedia.org/w/index.php?title=File:Section_modulus-rectangular_tube.svg License: Public Domain Contributors: Area_moment_of_inertia_of_a_rectangle2.svg: Zielu20 derivative work: Wizard191 (talk) File:Secion modulus-diamond.svg Source: http://en.wikipedia.org/w/index.php?title=File:Secion_modulus-diamond.svg License: Public Domain Contributors: Area_moment_of_inertia_of_a_square2.svg: Zielu20 derivative work: Wizard191 (talk) Image:Section modulus-C-channel.svg Source: http://en.wikipedia.org/w/index.php?title=File:Section_modulus-C-channel.svg License: Public Domain Contributors: Area_moment_of_inertia_of_a_channel.svg: Zielu20 derivative work: Wizard191 (talk)

License Creative Commons Attribution-Share Alike 3.0 Unported //creativecommons.org/licenses/by-sa/3.0/

4

View more...
1

Section modulus Section modulus is a geometric property for a given cross-section used in the design of beams or flexural members. Other geometric properties used in design include area for tension, radius of gyration for compression, and moment of inertia for stiffness. Any relationship between these properties is highly dependent on the shape in question. Equations for the section moduli of common shapes are given below. There are two types of section moduli, the elastic section modulus (S) and the plastic section modulus (Z).

Notation North American and British/Australian convention reverse the usage of S & Z. Elastic modulus is S in North America,[1] but Z in Britain/Australia,[2] and vice versa for the plastic modulus. Eurocode 3 (EN 1993 - Steel Design) resolves this by using W for both, but distinguishes between them by the use of subscripts - Wel and Wpl.

Elastic section modulus For general design, the elastic section modulus is used, applying up to the yield point for most metals and other common materials. The elastic section modulus is defined as S = I / y, where I is the second moment of area (or moment of inertia) and y is the distance from the neutral axis to any given fibre.[3] It is often reported using y = c, where c is the distance from the neutral axis to the most extreme fibre, as seen in the table below. It is also often used to determine the yield moment (My) such that My = S × σy, where σy is the yield strength of the material.[3]

Section modulus equations[4] Cross-sectional shape

Figure

Equation

Comment

Rectangle

Solid arrow represents neutral axis

doubly symmetric I-section (strong axis)

NA indicates neutral axis

doubly symmetric I-section (weak axis)

NA indicates neutral axis

Circle

[4]

Solid arrow represents neutral axis

Circular tube

Solid arrow represents neutral axis

Rectangular tube

NA indicates neutral axis

Section modulus

2

Diamond

NA indicates neutral axis

C-channel

NA indicates neutral axis

Plastic section modulus The Plastic section modulus is used for materials where (irreversible) plastic behaviour is dominant. The majority of designs do not intentionally encounter this behaviour. The plastic section modulus depends on the location of the plastic neutral axis (PNA). The PNA is defined as the axis that splits the cross section such that the compression force from the area in compression equals the tension force from the area in tension. So, for sections with constant yielding stress, the area above and below the PNA will be equal, but for composite sections, this is not necessarily the case. The plastic section modulus is then the sum of the areas of the cross section on each side of the PNA (which may or may not be equal) multiplied by the distance from the local centroids of the two areas to the PNA:

Description

Figure

Equation

Comment

Rectangular section

For the two flanges of an I-beam with the web

[5]

,

where:

=width,

=thickness,

excluded

are the distances from the neutral axis to the centroids of the flanges respectively.

For an I Beam including the web

[6]

For an I Beam (weak axis) Solid Circle

Hollow Circle

The plastic section modulus is used to calculate the plastic moment, Mp, or full capacity of a cross-section. The two terms are related by the yield strength of the material in question, Fy, by Mp=Fy*Z. Sometimes Z and S are related by defining a 'k' factor which is something of an indication of capacity beyond first yield. k=Z/S Therefore for a rectangular section, k=1.5

Section modulus

References [3] Kulak, G.L. and Grondin, G.Y., 2006, Limit States Design in Structural Steel 8th Ed., Canadian Institute of Steel Construction. [4] Gere, J. M. and Timoshenko, S., 1997, Mechanics of Materials 4th Ed., PWS Publishing Co. [5] American Institute of Steel Construction: Load and Resistance Factor Design, 3rd Edition, pp. 17-34.

External links • http://www.engineeringtoolbox.com/american-wide-flange-steel-beams-d_1318.html - List of section moduli for common beam shapes • http://www.novanumeric.com/samples.php?CalcName=SectionModulus - Online Calculation for Section Modulus

3

Article Sources and Contributors

Article Sources and Contributors Section modulus Source: http://en.wikipedia.org/w/index.php?oldid=555141680 Contributors: Bbanerje, Bigmonolith, Carl.bunderson, Chaley67, David Eppstein, Drendy88, Earlyehlinger, Gogo Dodo, HMSSolent, Hess88, J Milburn, Jefflayman, Khakiandmauve, KostisNikolaou, LanaMohinder, Lmi005, Magioladitis, Michael Devore, Michael Hardy, Muchado, Rjwilmsi, Rmendozajr, RonRodex, Roofstrider, Rzarx, Seam.us, Sehlstrom, Sookiasp, Stephenb, Sturm55, Syth, Wizard191, Yeokaiwei, Zojj, 105 anonymous edits

Image Sources, Licenses and Contributors Image:Area moment of inertia of a rectangle.svg Source: http://en.wikipedia.org/w/index.php?title=File:Area_moment_of_inertia_of_a_rectangle.svg License: Creative Commons Attribution-ShareAlike 3.0 Unported Contributors: Hemmingsen, WikipediaMaster Image:Section modulus-I-beam-strong axis.svg Source: http://en.wikipedia.org/w/index.php?title=File:Section_modulus-I-beam-strong_axis.svg License: Public Domain Contributors: Section_modulus-I-beam-weak_axis.svg: *Area_moment_of_inertia_of_a_I-beam.svg: Zielu20 derivative work: Wizard191 (talk) derivative work: Wizard191 (talk) Image:Section modulus-I-beam-weak axis.svg Source: http://en.wikipedia.org/w/index.php?title=File:Section_modulus-I-beam-weak_axis.svg License: Public Domain Contributors: Area_moment_of_inertia_of_a_I-beam.svg: Zielu20 derivative work: Wizard191 (talk) Image:Area moment of inertia of a circle.svg Source: http://en.wikipedia.org/w/index.php?title=File:Area_moment_of_inertia_of_a_circle.svg License: Creative Commons Attribution-ShareAlike 3.0 Unported Contributors: Hemmingsen, INVERTED, WikipediaMaster, 1 anonymous edits Image:Area moment of inertia of a circular area.svg Source: http://en.wikipedia.org/w/index.php?title=File:Area_moment_of_inertia_of_a_circular_area.svg License: Creative Commons Attribution-ShareAlike 3.0 Unported Contributors: Hemmingsen, WikipediaMaster File:Section modulus-rectangular tube.svg Source: http://en.wikipedia.org/w/index.php?title=File:Section_modulus-rectangular_tube.svg License: Public Domain Contributors: Area_moment_of_inertia_of_a_rectangle2.svg: Zielu20 derivative work: Wizard191 (talk) File:Secion modulus-diamond.svg Source: http://en.wikipedia.org/w/index.php?title=File:Secion_modulus-diamond.svg License: Public Domain Contributors: Area_moment_of_inertia_of_a_square2.svg: Zielu20 derivative work: Wizard191 (talk) Image:Section modulus-C-channel.svg Source: http://en.wikipedia.org/w/index.php?title=File:Section_modulus-C-channel.svg License: Public Domain Contributors: Area_moment_of_inertia_of_a_channel.svg: Zielu20 derivative work: Wizard191 (talk)

License Creative Commons Attribution-Share Alike 3.0 Unported //creativecommons.org/licenses/by-sa/3.0/

4

Thank you for interesting in our services. We are a non-profit group that run this website to share documents. We need your help to maintenance this website.

To keep our site running, we need your help to cover our server cost (about $400/m), a small donation will help us a lot.