4
$\begingroup$

Consider the following extract from a British reinforced concrete drawing from 1970:

It states that 'REINFORCEMENT TO BE G.K 60. UNLESS STATED OTHERWISE'

What is the meaning of GK 60? What property of the steel reinforcing bar is it referring to? To which standard does it pertain?

$\endgroup$
  • $\begingroup$ The standards referred to may well be specific to a particular country. without that... Once you know the country, then you should be able to find the relevant standards. $\endgroup$ – Solar Mike May 5 '20 at 11:09
  • $\begingroup$ @SolarMike The drawing is British from 1970. $\endgroup$ – egg May 5 '20 at 12:28
  • $\begingroup$ The British have done many concrete drawings, many for use in other countries around the world which means that they have to meet the standards in those countries. One famous English designer designed a celebrated bridge in France - whose standards have to be met? $\endgroup$ – Solar Mike May 5 '20 at 12:33
  • $\begingroup$ @SolarMike The structure is located in England. $\endgroup$ – egg May 5 '20 at 13:20
  • $\begingroup$ So what standards can you find for concrete & concrete reinforcement in the UK? $\endgroup$ – Solar Mike May 5 '20 at 13:24
10
$\begingroup$

Check this book out; it seems to be talking about that particular grade of steel used for reinforcement.

The choice of main bonded reinforcement is based on its high tensile strength and interaction between it and concrete, resulting in higher bond length and an improved degree of crack control. A considerable experimental work has been carried out by research on steel bars such as GK 60 deformed bars in close cooperation with the manufacturers. Experience of design companies with this material in the past suggests to use GK + 60 1 1/4" dia. (31 mm) bar as main bonded reinforcement steel. It develops a stress of 60,000 psi at 0.2% strain and has an ultimate strength of about 100,000 psi (735 MN/m2) at minimum guaranteed elongation of 14%. The low carbon content (comparable to mild steel) of GK 60 reinforcing bar simplifies welding in local areas and can expect to carry the full tensile strength of the bar. Bond tests carried out on G.K 60 according to BS8110 of EC-2 indicate that where an end slip of 0.001" occurs its bond strength exceeds a plain bar by more than twice the 40% suggested by B8110 of EC-2 and with initial end slip, the anchorage value increases continuously up to the maximum value. This suggests that by using this type of reinforcement, no hooks are required in the vessel concrete. All main bonded reinforcement shown on vessel drawings cannot be less than 1 1/4" dia. (31 mm) high tensile GK + 60 bar. Minimum requirement of bonded steel in different areas of the vessel is, therefore, based on the properties of GK + 60 bar or similar. For other types approved by authorities, special tests shall be carried out.

And this link (the paper is free to download) has a little more info.

GK 60 Reinforcement bar

And this forum post too:

In the UK, GK-60 used to stand for Guest Keen & Nettlefolds (South Wales Limited) bars manufactured from grade 60 steel with the minimum guaranteed yield stress of 60,000psi (described also by the manufacturer as Hot Rolled High Yield Deformed bars). The tensile strength is at least 15% above the measured yield load. The guaranteed minimum elongation is 12%.

It is also claimed by the manufacturer that it has enhanced (by 40%) bond stresses. For the designs according to the CP114 (UK permissible stresses based code) the anchorage lengths should be between 40 and 50 diameters, depending on the bar diameters, stresses in the bars and the concrete mixture.

Above is based on the GK&N (South Wales) Ltd. brochure from 1965. Hope this helps.

Google "GK60 bar", there are lots of details, especially in the books section of the searches.

$\endgroup$
  • $\begingroup$ @Wasabi Thanks for the edit $\endgroup$ – Manu G May 5 '20 at 15:48
0
$\begingroup$

Gk and GK are references to a part of Eurocode design formulae.

The gamma attribute (not mentioned in your question) is the factor of safety whereas GK is the load factor. So I would, in my capacity as a UK civil engineering student, take GK to be the gross load at which catastrophic failure would occur. GK is the weight of the structural mass × gravitational force acting on it. Usual factor of safety is 1.25 to 1.4 but most often 1.35

$\endgroup$
  • $\begingroup$ I think a Drawing from 1970 predates Eurocodes $\endgroup$ – egg May 31 '20 at 18:56
  • $\begingroup$ Eurocodes were often derived from existing British Standards or BS EN yyyy:revision as now documented. Gk is characteristic load. $\endgroup$ – Rhodie Jun 1 '20 at 3:19

Your Answer

By clicking “Post Your Answer”, you agree to our terms of service, privacy policy and cookie policy

Not the answer you're looking for? Browse other questions tagged or ask your own question.