Glossary of stainless steel terms

A glossary of terms, often associated with stainless steel.

active The surface has lost its ability to resist corrosion (the passive state) under the prevailing conditions
annealing A softening heat treatment done to restore machinability or cold formability, usually following cold working. Solution annealing dissolves precipitated particles (eg carbides, sigma phase) to optimise corrosion resistance.
austenite A phase in the steel with the smallest building block of atomic structure of ‘face centred cubic’ (fcc) ie one atom at the eight corners of a cube and one in the centre of each of the six faces. Austenitic stainless steels with this structure include 1.4301 (304) and are characteristically non-magnetic. This structure gives improved weldability, formability and low temperature toughness.
austenitising The first stage during the hardening / strengthening heat treatment of martensitic stainless steels. Normally followed by a tempering treatment after cooling down to ambient temperatures.
bright annealing An annealing process done in a protective atmosphere to prevent surface tarnish or oxidation. A cracked ammonia gas is usually used during bright annealing of strip (coil) at the steel mill. The resulting finish is 2R (BSEN 10088-2), often also known as BA
cathodic protection Methods of increasing the corrosion resistance of the surface, over a wider range of conditions, for example on 316 types in some seawater applications. Impressed voltage methods are widely used, lowering the electrode potential of the metal surface.
chlorides (halides) Ions formed from chlorine (fluorine, bromine, iodine) atoms. Often corrosive when in solutions. Can be the cause of localised attack mechanisms such as crevice, pitting and stress corrosion cracking.
cold working Deformation (forming, machining) below the recrystallisation temperature of the steel, resulting in a progressive increase in strength and hardness as more working is done.
corrosion An electrochemical process where metal atoms are removed from the surface of the steel. Stainless steels have good general corrosion resistance but can suffer from localised corrosion mechanism such as crevice, pitting and stress corrosion cracking.
creep Slow, time dependent, deformation normally at temperatures above 600 C. Stress levels that result in creep are significantly below the short term proof strength for a particular temperature.
deep drawing A cold forming method where a sheet is drawn into a die by a press tool to make deep cup or bowl shapes. The side wall of the pressing is not deliberately thinned during forming cf stretch forming. Grade 1.4301(304) is used widely for deep drawn saucepans
duplex Steels with a mix of austenite and ferrite phases, intended to produce higher mechanical strength steels with better stress corrosion cracking resistance than the austenitic types.
fatigue (endurance) A progressive mechanical failure mechanism resulting from oscillating (cyclic) stresses (eg vibration) over a large number of stress reversals. Martensitic steels can be susceptible to fatigue, other types are more resistant.
ferrite A phase in the steel with the smallest building block of atomic structure of ‘body centred cubic’ (bcc) ie one atom at the eight corners of a cube and one in the centre of the cube. Ferritic stainless steels with this structure include 1.4016 (430) and are characteristically magnetic.
hardening Normally associated with heat treatment processes (austenitising and tempering) but cold work also increases the hardness of austenitic stainless steels. Hardness is the resistance to indentation or scratching, cf strengthening which is an increase in tensile properties.
hot working Deformation (forging) above the recrystallisation temperature of the steel. Here the metal continuously anneals itself as the work progresses. There is no increase in strength on cooling to ambient temperature and annealing is not needed after hot working.
L grades Mostly applied to 304L (1.4307) and 316L (1.4404). Steels with less than 0.030% carbon to prevent sensitisation during thermal cycling, notably welding.
martensite A phase in the steel with a characteristic high hardness, but which can be brittle. Formed when carbon/chromium (martensitic stainless steels) are cooled rapidly from their austenitising temperature during heat treatment. Martensitic stainless steels include grades 1.4021 (420).
normalizing A form of sub-critical temperature annealing process used where some of the structural breakdown during previous cold working is to be retained.
passive Surface condition making the steel corrosion resistant ie the passive film is stable under the prevailing conditions. Stainless steels are intended to be used under conditions where they maintain their passive condition.
passivation Surface oxidising treatments, normally done using nitric acid, to promote the formation of the transparent protective corrosion resisting layer on the surface of the steel. These treatments are only needed for complex machined parts intended for immediate service where the natural passivation process may be hindered.
permeability A magnetic property of materials related to their ability to be attracted by a permanent magnet or influenced by a magnetic field. Austenitic stainless steels eg 1.4301(304) when annealed have relative permeability levels just above 1 and are said to be non-magnetic. The magnetic permeability can be increased by cold work or cooling to sub-zero temperatures due to the formation of the magnetic martensitic phase
pH A scale for showing the hydrogen ion concentration of solutions. Acids have pH values between 1 and 6, bases (alkalis) between 8 and 14 and water (neutral) has a value of 7.
pickle (pickling) Chemical (usually acid) treatments that remove a thin layer of surface metal. Pickling with nitric acid is also used to remove iron contamination from stainless steel surfaces.
pinch pass Also known as skin pass. A final cold rolling operation in the production of coil (strip) to improve shape and flatness. Resulting finish is 2B
pitting A form of localised corrosion (attack) often associated with the presence of chlorides in the environment.
precipitation hardening A strengthening mechanism produced by heat treatment. Can only be done on specially formulated steels eg 1.4542 (17/4PH), 1.4594 (FV 520B). High strengths are achieved with better impact toughness than with ordinary martensitic steels eg 1.4021 (420), 1.4057 (431). Corrosion resistance is generally comparable to type 1.4301 (304).
scaling temperature Temperature above which an arbitrary rate of surface oxidation in air occurs. Often expressed in a weight gain per unit surface area per specified time unit eg gm/cm2/hour
sensitisation A potential reduction in corrosion resistance (normally associated with intercrystalline attack) due to holding or passing through particular high temperature ranges. Weld decay is an old term for this. It is the loss of Cr from the steel matrix due to the formation of chromium carbide.
stabilisation Making the steel more resistant to intercrystalline corrosion sensitisation by adding small amounts of either titanium or niobium to the steel. Grades 1.4541 (321), 1.4550 (347) and 1.4571 (316Ti) are examples of stabilised grades.
stress relieving Heat treatment done to reduce internal (residual) stresses, following cold working. Done to improve resistance to stress corrosion cracking.
stretch forming A cold forming method where a sheet is drawn into a die by a press tool and where the edges of the sheet are restrained to make deep cup or bowl shapes. The side wall of the pressing is thinned during forming but the cold working induced prevents fractures in these areas cf deep drawing. Sinks produced from one sheet of steel are typically stretch formed using a specially formulated 1.4301 (304) type.
tempering The second stage during the hardening / strengthening heat treatment of martensitic stainless steels. Improves the toughness but with some loss in strength and hardness.
toughness The ability of a material to withstand sudden impacts. Although all stainless steels have an acceptable level of toughness at normal temperatures, most stainless steels, in common with carbon and alloy steels, show a transition to brittle behaviour at low temperature. In contrast, austenitic stainless steels do not show this behaviour and consequently are used for cryogenic applications.

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Information provided by the British Stainless Steel Association (BSSA).

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Durbar load formula: Calculating ultimate load

DURBAR is a non-slip raised pattern floor plate of integral manufacture (the pattern is rolled in not welded). The “tear drop” studs are distributed to give maximum slip resistance in a variety of applications whilst ensuring a free draining surface.

The nominal gauge of DURBAR is the thickness of the plain plate exclusive of pattern.

Weight per Unit Area

Thickness on plain
(mm)

Mass
(kg/m2)

4.5

36.9

6.0

48.7

8.0

64.4

10.0

80.1

12.5

99.7

 

Capacity Tables

It is usual to consider floor plates as supported on all four edges although stiffeners or joint covers may only support two edges. If the plates are securely bolted or welded to the supporting system, they may be considered as encastré. This increases the load carrying capacity slightly but reduces the deflection considerably.

The thickness given is exclusive of any raised pattern i.e. on plain.

The breadth is the smaller dimension and the length the greater, irrespective of the position of the main support members.

The maximum uniformly distributed load on the plate (w) is given by Pounder’s formula and the maximum skin stress is limited to the design strength py

For calculating the maximum deflection (dmax) at serviceability, the uniformly distributed imposed load (wimp) on the plate is derived as follows.

w = gdead wdead + gimp wimp

wimp = (w – gdead wdead)/ gimp

For plates simply supported on all four edges

This formula assumes that there is no resistance to uplift at plate corners.

w = a1 py t2 / k B2 [ 1 + a2(1-k) + a3(1-k)2]

dmax = a4 k wimp B4 [1+a5(1-k) + a6(1-k)2] / E t3

Where resistance to uplift at corners is provided, the above formula will be conservative. Higher values may be obtained by assuming encastré status as outlined below.

For plates encastré on all four edges

The plate must be secured to prevent uplift, which would otherwise occur at the plate corners.

w = a7 py t2 / k B2 [ 1 + a8(1-k) + a9(1-k)2]

dmax = a10 k wimp B4 [1+a11(1-k) + a12(1-k)2] / E t3

Where:

L = length of plate (mm) (L > B)

B = breadth of plate (mm)

t = thickness of the plate on plain (mm)

k = L4/(L4+ B4)

py = design strength of plate ( 275 N/mm2 or 355 N/mm2)

E = Young’s modulus (205 x 103 N/mm2)

1/m = Poisson’s ratio (m = 3.0)

gdead = load factor for dead load (1.4)

gimp = load factor for imposed load (1.6)

dmax = maximum deflection (mm) at serviceability due to imposed loads only

w = uniformly distributed load on plate (ultimate) (N/mm2)

wdead = uniformly distributed self weight of plate (N/mm2)

wimp = uniformly distributed imposed load on plate (N/mm2)

a1 to a12 are constants as below

a1 = 4/3
a2 = 14/75
a3 = 20/57
a4 = (5m2 -5)/32m2
a5 = 37/175
a6 = 79/201
a7 = 2
a8 = 11/35
a9 = 79/141
a10 = (m2 -1)/32m2
a11 = 47/210
a12 = 200/517

 

Information courtesy of Tata Steel.

Note; We do not offer a design and structural calculations. In such cases we recommend that advice is obtained from a suitably qualified structural engineer. It is expressly understood that any technical advice furnished by us with reference to the use of goods is given without charge and we assume no obligation or liability for the advice given or results obtained, all such advice being given and accepted at your own risk. It is the responsibility of the designer or installer to ensure that the products used are fit for purpose. All goods are sold under our standard terms and conditions.

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Staircase Building Regulations Park K

When designing a staircase, it is important to know the latest building regulations. The below provides you with the key points relating to staircases.

The Building Regulations Part K Protection from falling, collision and impact

The latest edition came into effect 6 April 2013.

Categories of stairs considered

‘Private’ a stair intended to be used for only one dwelling
‘Utility Stair’ a stair used for escape, access for maintenance, or purposes other than as the usual route for moving between levels on a day-to-day basis
‘General access stair’ a stair intended for all users of a building on a day-to-day basis, as a normal route between levels.

Practical limits for rise and going

a. Private stair: Any rise between 150mm and 220mm used with any going between 220mm and 300mm

b. Utility stair: Any rise between 150mm and 190mm used with any going between 250mm and 400mm

c. General access stairs: Any rise between 150mm and 170mm used with any going between 250mm and 400mm.

Note; for school buildings, the preferred going is 280mm and rise is 150mm.

Length of flights

The number of risers in a flight should be limited to 16 if a stair serves an area used as a shop or for assembly purposes, however special dispensation may be obtained.

Handrails for stairs

Stairs should have a handrail on at least one side if they are less than 1m wide. They should have a handrail on both sides if they are wider. If the stairs are wider than 2m then divide it into flights a minimum of of 1000mm wide.

In all buildings handrail height should be between 900mm and 1100mm measured to the top of the handrail from the pitch line or floor. A second lower handrail (ie kiddy rail) should be at 600mm.

Except on stairs in a building which is not likely to be used by children under 5 years the guarding to a flight should prevent children being held fast by the guarding. The construction should be such that:

a. A 100mm sphere cannot pass through any openings in the guarding; and
b. children will not readily be able to climb the guarding.

You can download a free copy of Part K (Protection from falling) from the Planning Portal website.

Please note the above is to be used as a guide only. You should always download the latest version from the Planning Portal website as the information may be updated at any time.

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Fire Safety

The Regulatory Reform (Fire Safety) Order 2005 (FSO) came into effect in October 2006 and replaced over 70 pieces of fire safety law.

The FSO applies to all non-domestic premises in England and Wales, including the common parts of blocks of flats and houses in multiple occupation (HMOs).

The law applies to you if you are:

  • responsible for business premises
  • an employer or self-employed with business premises
  • responsible for a part of a dwelling where that part is solely used for business purposes
  • a charity or voluntary organisation
  • a contractor with a degree of control over any premises
  • providing accommodation for paying guests

Under the FSO, the responsible person must carry out a fire safety risk assessment and implement and maintain a fire management plan.

The enforcing authority, which is usually the local fire authority, must be satisfied with your safety measures. If not, they will tell you what you need to do.

If they find major problems they can serve an enforcement notice requiring you to improve safety or even restrict the use of your premises or close them altogether until you deal with any problems they raise.

In the event of a fire, it is important that all people are evacuated as quickly as possible. Generally, there should be at least two escape routes from all parts of the premises, acting independently of each other. They should be able to withstand fire for a reasonable time to allow all people to escape from the premises.

A steel fire escape from Morris Fabrications Ltd can achieve this for you.

If you would be interested in receiving a quotation from us, then please contact us.

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RAL Colour Chart

RAL 1000

green beige
RAL 1001

beige
RAL 1002

sand yellow
RAL 1003

signal yellow
RAL 1004

golden yellow
RAL 1005

honey yellow
RAL 1006

maize yellow
RAL 1007

daffodil yellow
RAL 1011

brown beige
RAL 1012

lemon yellow
RAL 1013

oyster white
RAL 1014

ivory
RAL 1015

light ivory
RAL 1016

sulfur yellow
RAL 1017

saffron yellow
RAL 1018

zinc yellow
RAL 1019

grey beige
RAL 1020

olive yellow
RAL 1021

rape yellow
RAL 1023

traffic yellow
RAL 1024

ochre yellow
RAL 1027

curry
RAL 1028

melon yellow
RAL 1032

broom yellow
RAL 1033

dahlia yellow
RAL 1034

pastel yellow
RAL 2000

yellow orange
RAL 2001

red orange
RAL 2002

vermilion
RAL 2003

pastel orange
RAL 2004

pure orange
RAL 2008

lum. bright orange
RAL 2009

traffic orange
RAL 2010

signal orange
RAL 2011

deep orange
RAL 2012

salmon orange
RAL 3000

flame red
RAL 3001

signal red
RAL 3002

carmine red
RAL 3003

ruby red
RAL 3004

purple red
RAL 3005

wine red
RAL 3007

black red
RAL 3009

oxide red
RAL 3011

brown red
RAL 3012

beige red
RAL 3013

tomato red
RAL 3014

antique pink
RAL 3015

light pink
RAL 3016

coral red
RAL 3017

rose
RAL 3018

strawberry red
RAL 3020

traffic red
RAL 3022

salmon pink
RAL 3027

raspberry red
RAL 3031

orient red
RAL 4001

red lilac
RAL 4002

red violet
RAL 4003

heather violet
RAL 4004

claret violet
RAL 4005

blue lilac
RAL 4006

traffic purple
RAL 4007

purple violet
RAL 4008

signal violet
RAL 4009

pastel violet
RAL 4010

telemagenta
RAL 5000

violet blue
RAL 5001

green blue
RAL 5002

ultramarine blue
RAL 5003

sapphire blue
RAL 5004

black blue
RAL 5005

signal blue
RAL 5007

brillant blue
RAL 5008

grey blue
RAL 5009

azure blue
RAL 5010

gentian blue
RAL 5011

steel blue
RAL 5012

light blue
RAL 5013

cobalt blue
RAL 5014

pigeon blue
RAL 5015

sky blue
RAL 5017

traffic blue
RAL 5018

turquoise blue
RAL 5019

capri blue
RAL 5020

ocean blue
RAL 5021

water blue
RAL 5022

night blue
RAL 5023

fern blue
RAL 5024

pastel blue
RAL 6000

patina green
RAL 6001

emerald green
RAL 6002

leaf green
RAL 6003

olive green
RAL 6004

blue green
RAL 6005

moss green
RAL 6006

grey olive
RAL 6007

bottle green
RAL 6008

brown green
RAL 6009

fir green
RAL 6010

grass green
RAL 6011

reseda green
RAL 6012

black green
RAL 6013

reed green
RAL 6014

yellow olive
RAL 6015

black olive
RAL 6016

turquoise green
RAL 6017

may green
RAL 6018

yellow green
RAL 6019

pastel green
RAL 6020

chrome green
RAL 6021

pale green
RAL 6022

olive drab
RAL 6024

traffic green
RAL 6025

fern green
RAL 6026

opal green
RAL 6027

light green
RAL 6028

pine green
RAL 6029

mint green
RAL 6030

high reflective green
RAL 6031

bronze green
RAL 6032

signal green
RAL 6033

turquoise blue
RAL 6034

pale turquoise
RAL 7000

squirrel grey
RAL 7001

silver grey
RAL 7002

olive grey
RAL 7003

moss grey
RAL 7004

signal grey
RAL 7005

mouse grey
RAL 7006

beige grey
RAL 7008

khaki grey
RAL 7009

green grey
RAL 7010

tarpaulin grey
RAL 7011

iron grey
RAL 7012

basalt grey
RAL 7013

brown grey
RAL 7015

slate grey
RAL 7016

anthracite grey
RAL 7023

concrete grey
RAL 7024

graphite grey
RAL 7026

granite grey
RAL 7030

stone grey
RAL 7031

blue grey
RAL 7032

pebble grey
RAL 7033

cement grey
RAL 7034

yellow grey
RAL 7035

light grey
RAL 7036

platinum grey
RAL 7037

dusty grey
RAL 7038

agate grey
RAL 7039

quartz grey
RAL 7040

window grey
RAL 7042

traffic grey A
RAL 7043

traffic grey B
RAL 7044

silky grey
RAL 7045

telegrey 1
RAL 7046

telegrey 2
RAL 7047

telegrey 4
RAL 8000

green brown
RAL 8001

ochre brown
RAL 8002

signal brown
RAL 8003

clay brown
RAL 8004

copper brown
RAL 8007

fawn brown
RAL 8008

olive brown
RAL 8011

nut brown
RAL 8012

red brown
RAL 8023

orange brown
RAL 8024

beige brown
RAL 8025

pale brown
RAL 9002

grey white
RAL 9004

signal black
RAL 9005

jet black
RAL 9018

papyrus white
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