Guest Technical Article By IDH, The Independent Design House

IDH was incorporated in July 2011 and established to provide specialist Scaffold Design, Formwork Design & general Temporary Works Design consultancy serving Sub-Contractors, Main Contractors and Client developers.

What is Effective Length?

Effective length is a critical concept in Structural Design for all structural members such as Steel UC and UB sections, reinforced concrete columns and scaffold tubes.  Its technical definition is ‘the length of a component which is effectively restrained’.

When designing structural members they can be subject to a number of forces such as Shear, Tension, Compression, Torsion and combinations of these to name but a few.  Generally speaking, when we look at structural members, be it beams or struts, the Compressive force element is predominant in determining the structural capacity and the failure mechanism.

Example 1:

In this example, if the ends of the strut are held in place in all directions then the effective length L_e is equal to the length of strut.

Example 2:

Now if we introduce a support in the middle and prevent it from moving in all directions, the L_e becomes half the strut length.  This is critical, if we started for example with a scaffold tube of 2m it would have a strut capacity of 29.1 kN (TG20:08 Table 20).  By reducing the effective length to 1.0m the strut capacity increases to 58.6 kN.

Example 3:

If we now fix one end of the tube in to concrete say so that it cannot pivot or rotate, although the length of the tube is still 2m, it now has an L_e of 1.4m.  So our 2m tube in the last example can carry 45.3 kN – much more than a tube of the same length restrained as the first example.

In scaffolds, the same principles apply.  If we have a 2m lift ledger braced pair of standards, with each end of each pair prevented from moving left and right, the effective length would be 2.0m.  However we seldom have this scenario in scaffolds – we have every other pair of standards ledger braced, we have ties on varying lifts and we typically only sway brace the outside face.  Meaning, on closer review, we have lots of different standards with lots of different end fixity conditions resulting in lots of different effective lengths throughout the scaffold arrangement.  This results in different standards having different load capacities and the global capacity of the scaffold limited to the single standard with the worst leg load / effective length ratio.

For more explanation on this and other technical scaffold design subjects visit the IDH blog: http://www.idh-design.co.uk/blog/

Author: Tim Burt