Calculating section factors

The section factor of a hot rolled open section, a hot finished/formed hollow section or fabricated girder is defined as the surface area of the member per unit length (A_m) divided by the volume per unit length (V). It is measured in units of m^-1. It is perhaps simpler to consider it as the heated perimeter of the exposed cross section (H_p) divided by the total cross sectional area (A). These two definitions give the same answer for uniform cross-sections but the former is the manner in which it is referenced in the fire Eurocodes and which dominates most current literature. Section factors vary from 25m^-1 for very large sections to over 300m^-1 for small, slender sections. Image does not exist

Calculation of section factors for exposed sections

Extract from the Tata Steel Blue Book and SCI P363 showing dimensions used in section factor calculations

Format for presentation of section factors in Tata Steel Blue Book

Take the example of a hot rolled open section, a 533x210UKB82 from the Tata Steel Blue Book, or also SCI P363. If this is exposed in fire on all four sides, the heated perimeter is given by:

A_m = 2D + 4B + 2πr - 8r - 2t

where D, B, r and t are defined as shown to the right.

(2*528.3) + (4*208.8) + (π*12.7*2) – (8*12.7) – (2*9.6) = 1851mm or 1.851m

The cross sectional area from SCI P363 is 105cm² or 105E-4m²

The section factor is therefore 1.851/105E-4 =176.3m^-1

This is usually rounded up or down to the nearest 5. So the section factor is therefore 175m^-1.

This is correct if the beam is unprotected or if the form of fire protection follows the profile, for example, a spray or an intumescent coating.

If the fire protection forms a box around the section, such as a board, then the heated perimeter becomes:

A_m = (2D + 2B)

(2*528.3) + (2*208.8) = 1.474m and the section factor is 1.474/105E-4 = 140.4, or 140m^-1 when rounded to the nearest 5.

If the beam is carrying a concrete floor slab which shields the top flange, the heated perimeter for unprotected beams or beams with profile protection is:

A_m = 2D + 3B + 2πr - 8r - 2t

(2*528.3) + (3*208.8) + (π*12.7*2) – (8*12.7) – (2*9.6) = 1.642m

The section factor is therefore 1.642/105E-4 =156.4m^-1. Rounded to the nearest 5, this is 155m^-1.

If the beam is carrying a concrete floor slab which shields the top flange, the heated perimeter for protection forming a box around the section is:

A_m = (2D + B)

(2*528.3) + (208.8) = 1.265m

The section factor is therefore 1.265/105E-4 =120.5m^-1. Rounded to the nearest 5, this is 120m^-1.

Section factors for the full range of Advance sections are calculated in the Tata Steel Blue Book and are provided in the format shown.

Calculation of section factors for partially exposed sections

Where sections are partially exposed, the section factor is calculated based on the full cross sectional area but the exposed perimeter only. One of the most common situations where this occurs is with columns in perimeter walls. For the example shown, which is a 203UKC46:

Heated perimeter = 203.6 + (11*2) = 225.6mm

The section factor is = 0.2256/58.7E-4 = 38.4m^-1.

Rounded to the nearest 5, this is 40m^-1.

Resources

• Steel construction - Fire Protection supplement, 2013
• SCI P363 Steel Building Design: Design Data, 2013
  An interactive online version, or 'Blue Book', is also available.

Further reading

• Fire protection for structural steel in buildings (The Yelllow Book). Published by the Association for Specialist Fire Protection.

See also

• Car parks in fire
• Fire protecting structural steelwork

External links

• Association for Specialist Fire Protection

CPD

• Design for fire
• Fire engineering seminars 2013