PRE-FABRICATION SERVICE
SUPPLY FIX SERVICE / PRE-FABRICATION ON/OFF SITE

CLEAN CROPPED DOWELS – MILD STEEL & STAINLESS
Cut in-house, all sizes between
200mm – 6mtr.
- 12mm
- 16mm
- 20mm
- 25mm
- 32mm

STANDARD STOCK SIZES
All diameters as above
- 400mm
- 500mm
- 600mm
- 900mm
Can also be cut to specific lengths.
MESH FABRICS
CONCRETE REINFORCING MESH
SUPPLY FIX SERVICE / PRE-FABRICATION ON/OFF SITE


B.S. Ref. | Mesh Sizes Nominal Pitch of Wires | Sizes of Wires | Nomial Mass | |||
---|---|---|---|---|---|---|
Main mm | Cross mm | Main mm | Cross mm | kg mm | No. Sheets per Tonne | |
Square Mesh Fabric | ||||||
A393 | 200 | 200 | 10 | 10 | 6.16 | 15 |
A252 | 200 | 200 | 8 | 8 | 3.95 | 22 |
A193 | 200 | 200 | 7 | 7 | 3.02 | 29 |
A142 | 200 | 200 | 6 | 6 | 2.22 | 40 |
Structural Fabric | ||||||
B1131 | 100 | 200 | 12 | 8 | 10.90 | 8 |
B785 | 100 | 200 | 10 | 8 | 8.14 | 11 |
B503 | 100 | 200 | 8 | 8 | 5.93 | 15 |
Standard Sheet Size:- 4.8m Long, 2.4m Wide
Merchant Sheet Size:- 3.6m Long, 2m Wide (A142 A193 A252 A393)
CUT OR BENT MESH NOW AVAILABLE
REINFORCING BAR
STEEL REINFORCING BAR
Grade 500 to BS4449;2005 A3 2006
Please note mild steel reinforcing bar over 16mm in diameter is not covered by BS 4449.

Nominal Size mm | Mass per Metre Run kg | Cross Sectional Area mm | Metres per Tonne |
---|---|---|---|
8 | 0.395 | 50.3 | 2531 |
10 | 0.616 | 78.5 | 1623 |
12 | 0.888 | 113.1 | 1126 |
16 | 1.579 | 201.1 | 633 |
20 | 2.466 | 314.2 | 405 |
25 | 3.854 | 490.9 | 259 |
32 | 6.313 | 804.2 | 158 |
40 | 9.864 | 1256.6 | 101 |
50 | 15.413 | 1963.5 | 64 |
ROAD FORM STAKES
Smooth finish with forged points.
Size |
---|
600mm |
900mm |
1200mm |

BAR SHAPE CODES TO BS 8666:2020
Shape Code – Total length of bar (L) measured along centre line

A

A
Stock bars are supplied in 12 metre
notional lengths in diameters of 12mm and above in original manufacturers bundles. Tolerances for stock lengths shall be subject to BS4449: 2005

A+(B)-0.5r-d
Neither A nor B shall be less
than P in Table 2

A + (B) – 0.43R – 1.2d
Neither A nor B shall be less
than P in Table 2 nor less than
(R + 6d)

A + 0.57B + (C) – 1.6d
B shall not be less than 2(r + d). Neither A nor C shall be less than P in Table 2 nor less than (B/2 + 5d). See Note 3.
Key: 1 – Semi-circular

A + (C) – 4d
Neither A nor (C) shall be less than P in Table 2. See note 1.

A + (C)
Neither A nor (C) shall be less than P in Table 2. See note 1.

A + B + (C) – r – 2d
Neither A nor (C) shall be less
than P in Table 2

A + B + C + (D) – 1.5r – 3d
C shall not be less than 2(r + d). Neither A nor (D) shall be less than P in Table 2. (D) shall not be less than (C/2 + 5d).
Key: 1 – Semi-Circular

A + B + (C) – r – 2d
Neither A nor (C) shall be less
than P in Table 2

A+B+(C)
A and (C) are at 90° to one another

A + B + (E)
Neither A nor B shall be less than P in Table 2. If E is the critical dimension, schedule a 99 and specify A or B as the
free dimension. See note 1.

A + B + (C)
Neither A nor (C) shall be less
than P in Table 2. See note 1.

A + B + (C) – 0.5r – d
Neither A nor (C) shall be less
than P in Table 2. See note 1.

A + B + (C) – 0.5r – d
Neither A nor (C) shall be less
than P in Table 2. See note 1.

A + B + (C) – r – 2d
Neither A nor (C) shall be less
than P in Table 2. See note 1.

A + B + C + (D) – 1.5r – 3d
Neither A nor (D) shall be less
than P in Table 2

A + B + C + (D) – 1.5r – 3d
Neither A nor (D) shall be less
than P in Table 2. See note 1.

2A + 1.7B + 2(C) – 4d
A shall not be less than 12d + 30mm. B shall not be less than 2(r + d). (C) shall not be less than P in Table 2, nor less than
(B/2 + 5d.) See Note 3.
Key: 1 – Semi-circular

A + B + C + (E) – 0.5r – d
Neither A nor (E) shall be less
than P in Table 2. See note 1.

A + B + C + (E) – 0.5r – d
Neither A nor (E) shall be less
than P in Table 2. See note 1.

A + B + C + (D) – r – 2d
Neither A nor (D) shall be less
than P in Table 2. See note 1

A + B + C + D + (E) – 2r – 4d
Neither A nor (E) shall be less
than P in Table 2.

A + B + C + D + (E) – 2r – 4d
Neither A nor (E) shall be less
than P in Table 2. See note 1.

A + 2B + C + (E)
Neither A nor (E) shall be less
than P in Table 2. See note 1.

2A + B + 2C + 1.5r – 3d
(C) and (D) shall be equal and
not more than A nor less than
P in Table 2. Where (C) and (D)
are to be minimized the following
formula may be used:
L = 2A + B + max (21d, 240)

2A + B + 2(C) – r – 2d
(C) and (D) shall be equal and not more than A nor less than P in Table 2

2 (A + B + (C)) – 2.5r – 5d
(C) and (D) shall be equal and
not more than A or B nor less
than P in Table 2. Where (C)
and (D) are to be minimized
the following formula may be
used: L = 2A + 2B + max
(16d, 160)

2(A + B) + 2(C) – 1.5r – 3d
(C) and (D) shall be equal and not more than B nor less than P in Table 2, Where (C) and (D) are to be minimized
the following formula may be used: For bar sizes <16: L = 2A + 2B + max (20d, 180). For bar sizes >20: L = 2A + 2B + 21d

A + B + C + (D) + 2(E) – 2.5r – 5d
(E) & (F) shall be equal and
not more than B or C, nor less
than P in Table 2

2A + 3B + 2(C) – 3r – 6d
(C) and (D) shall be equal and
not more than A or B nor less
than P in Table 2. Where (C)
and (D) are to be minimized
the following formula may be
used: L = 2A + 3B + max (14d, 150)

A + B + C + 2D + E + (F) – 3r – 6d
Neither A nor (F) shall be less
than P in Table 2. See note 2.

A
See Clause 10

π (A-d) + B
Where B is the overlap

Cπ (A-d)
Where B is greater than A/5
this equation no longer applies,
in which case the following
formula may be used:
L = C ((π(A-d))² + B²)0.5
C = Number of turns

A + 2B + C + (D) – 2r – 4d
Isometric sketch.
Neither C nor (D) shall be less
than P in Table 2
Shape Code 99
All other shapes where standard shapes cannot be used.
No other shape code number, form of designation or abbreviation shall be used in scheduling.
A dimensional sketch shall be drawn over the dimension columns A to E. Every dimension shall be specified and the dimension that is to allow for permissible deviations shall be indicated in parenthesis, otherwise the fabricator is free to choose which dimensions shall allow for tolerance.
To be calculated – See Note 2.
The values for minimum radius and end projection, r and P respectively, as specified in Table 2, shall apply to all shape codes (see 7.6).
The dimensions in parenthesis are the free dimensions. If a shape given in this table is required but a different dimension is to allow for the possible deviations, the shape shall be drawn out and given the shape code 99 and the free dimension shall be indicated in parenthesis.
The length of straight between two bends shall be at least 4d, see figure 6.
Figures 4, 5 and 6 should be used in the interpretation of bending dimensions.
NOTE 1 The length equations for shape codes 14, 15, 25, 26, 27, 28, 29, 34, 35, 36 and 46 are approximate and where the bend angle is greater than 45º, the length should be calculated more accurately allowing for the difference between the specified overall dimensions and the true length measured along the central axis of the bar. When the bending angles approach 90º, it is preferable to specify shape code 99 with a fully dimensional sketch.
NOTE 2 Five bends or more might be impractical within permitted tolerances.
NOTE 3 For shapes with straight and curved lengths (e.g. shape codes 12, 13, 22, 33 and 47) the largest practical mandrel size for the production of a continuous curve is 400mm. See also Clause 10.
Tolerances on cutting and bending dimensions
The tolerances for cutting and/or bending dimensions shall be in accordance with Table 5 and shall be taken into account when completing the schedule. The end anchorage or the dimension in parentheses in the shape codes on pages 16 and 17 shall be used to allow for any permissible deviations resulting from cutting and bending.
Table 5
TOLERANCES | |
---|---|
Cutting and bending processes | Tolerance (mm) |
Cutting of straight lengths (including reinforcement for subsequent bending) | +25, -25 |
BENDING | |
< 1000mm | +5, -5 |
> 1000mm to < 2000mm | +5, -10 |
> 2000mm | +5, -25 |
Length of bars in fabric | 25 or 0.5% of the length (whichever is greater) |
Minimum Schedule Radius and Bend Allowances
Table 2
Normal Bar Size d | Minimum Radius for Scheduling r | Minimum Diameter of Bending Former | Minimum End Projection p | |
---|---|---|---|---|
General (min 5d straight) | Links where bend <150º | |||
6mm | 12mm | 24mm | 110mm | 110mm |
8mm | 16mm | 32mm | 115mm | 115mm |
10mm | 20mm | 40mm | 120mm | 130mm |
12mm | 24mm | 48mm | 125mm | 160mm |
16mm | 32mm | 64mm | 130mm | 210mm |
20mm | 70mm | 140mm | 190mm | 290mm |
25mm | 87mm | 175mm | 240mm | 365mm |
32mm | 112mm | 224mm | 305mm | 465mm |
40mm | 140mm | 280mm | 380mm | 580mm |
50mm | 175mm | 350mm | 475mm | 725mm |
Radius of bending
Reinforcement to be formed to a radius exceeding that specified in Table 6 shall be supplied straight.
Table 6
Maximum limit for which a preformed radius is required | |
---|---|
Bar Size | Radius |
Cutting of straight lengths (including reinforcement for subsequent bending) | +25, -25 |
BENDING | |
6mm | 2.5m |
8mm | 2.75m |
10mm | 3.5m |
12mm | 4.25m |
16mm | 7.5m |
20mm | 14.0m |
25mm | 30.0m |
32mm | 43.0m |
40mm | 58.0m |