BS8666 Bends and Shapes: Collins Reinforcements Limited (2024)

Method of measurement of bending dimensions Total length of bar (L) measured along centre line
BS8666 Bends and Shapes: Collins Reinforcements Limited (1)
BS8666 Bends and Shapes: Collins Reinforcements Limited (2)
Shape
Code
00
BS8666 Bends and Shapes: Collins Reinforcements Limited (3) A
BS8666 Bends and Shapes: Collins Reinforcements Limited (4)
Shape
Code
01
BS8666 Bends and Shapes: Collins Reinforcements Limited (5) A
Stock lengths.

See Note 4.

BS8666 Bends and Shapes: Collins Reinforcements Limited (6)
Shape
Code
11
BS8666 Bends and Shapes: Collins Reinforcements Limited (7) A+(B)- 0.5r-d

Neither A nor B shall be less than P in Table 2

BS8666 Bends and Shapes: Collins Reinforcements Limited (8)
Shape
Code
12
BS8666 Bends and Shapes: Collins Reinforcements Limited (9) A+(B)- 0.43R - 1.2d

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

BS8666 Bends and Shapes: Collins Reinforcements Limited (10)
Shape
Code
13
BS8666 Bends and Shapes: Collins Reinforcements Limited (11) 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
BS8666 Bends and Shapes: Collins Reinforcements Limited (12)
Shape
Code
14
BS8666 Bends and Shapes: Collins Reinforcements Limited (13) A + (C)- 4d

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

BS8666 Bends and Shapes: Collins Reinforcements Limited (14)
Shape
Code
15
BS8666 Bends and Shapes: Collins Reinforcements Limited (15) A+(C)

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

BS8666 Bends and Shapes: Collins Reinforcements Limited (16)
Shape
Code
21
BS8666 Bends and Shapes: Collins Reinforcements Limited (17) A + B + (C)- r - 2d

Neither A nor (C) shall be less than P in Table 2.

BS8666 Bends and Shapes: Collins Reinforcements Limited (18)
Shape
Code
22
BS8666 Bends and Shapes: Collins Reinforcements Limited (19) 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
BS8666 Bends and Shapes: Collins Reinforcements Limited (20)
Shape
Code
23
BS8666 Bends and Shapes: Collins Reinforcements Limited (21) A + B + (C) - r - 2d

Neither A nor (C) shall be less than P in Table 2.

BS8666 Bends and Shapes: Collins Reinforcements Limited (22)
Shape
Code
24
BS8666 Bends and Shapes: Collins Reinforcements Limited (23) A + B + (C)

A and (C) are at 90° to one another.

BS8666 Bends and Shapes: Collins Reinforcements Limited (24)
Shape
Code
25
BS8666 Bends and Shapes: Collins Reinforcements Limited (25) A + B + (E)
Neither A nor B shall be less than P in Table 2. If E is the critical dimension, schedule as 99 and specify A or B as the free dimension. See Note 1.
BS8666 Bends and Shapes: Collins Reinforcements Limited (26)
Shape
Code
26
BS8666 Bends and Shapes: Collins Reinforcements Limited (27) A + B + (C)

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

BS8666 Bends and Shapes: Collins Reinforcements Limited (28)
Shape
Code
27
BS8666 Bends and Shapes: Collins Reinforcements Limited (29) A +B +(C) -0.5r -d

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

BS8666 Bends and Shapes: Collins Reinforcements Limited (30)
Shape
Code
28
BS8666 Bends and Shapes: Collins Reinforcements Limited (31) A +B +(C) -0.5r -d

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

BS8666 Bends and Shapes: Collins Reinforcements Limited (32)
Shape
Code
29
BS8666 Bends and Shapes: Collins Reinforcements Limited (33) A + B + (C) -r -2d

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

BS8666 Bends and Shapes: Collins Reinforcements Limited (34)
Shape
Code
31
BS8666 Bends and Shapes: Collins Reinforcements Limited (35) A +B +C +(D) -1.5r -3d

Neither A nor (D) shall be less than P in Table 2.

BS8666 Bends and Shapes: Collins Reinforcements Limited (36)
Shape
Code
32
BS8666 Bends and Shapes: Collins Reinforcements Limited (37) A +B +C +(D) -1.5r -3d

Neither A nor (D) shall be less than P in Table 2.

BS8666 Bends and Shapes: Collins Reinforcements Limited (38)
Shape
Code
33
BS8666 Bends and Shapes: Collins Reinforcements Limited (39) 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
BS8666 Bends and Shapes: Collins Reinforcements Limited (40)
Shape
Code
34
BS8666 Bends and Shapes: Collins Reinforcements Limited (41) A +B +C +(E)-0.5r -d

Neither A nor (E) shall be less than P in Table 2. See Note 1.

Method of measurement of bending dimensions Total length of bar (L) measured along centre line
BS8666 Bends and Shapes: Collins Reinforcements Limited (42)
BS8666 Bends and Shapes: Collins Reinforcements Limited (43)
Shape
Code
35
BS8666 Bends and Shapes: Collins Reinforcements Limited (44) A +B +C +(E) -0.5r -d

Neither A nor (E) shall be less than P in Table 2. See Note 1.

BS8666 Bends and Shapes: Collins Reinforcements Limited (45)
Shape
Code
36
BS8666 Bends and Shapes: Collins Reinforcements Limited (46) A +B +C +(D)-r -2d

Neither A nor (D) shall be less than P in Table 2. See Note 1.

BS8666 Bends and Shapes: Collins Reinforcements Limited (47)
Shape
Code
41
BS8666 Bends and Shapes: Collins Reinforcements Limited (48) A +B +C +D +(E) -2r -4d

Neither A nor (E) shall be less than P in Table 2.

BS8666 Bends and Shapes: Collins Reinforcements Limited (49)

May also be used for a flag link viz:

BS8666 Bends and Shapes: Collins Reinforcements Limited (50)
Shape
Code
44
BS8666 Bends and Shapes: Collins Reinforcements Limited (51) A +B +C +D +(E) -2r -4d

Neither A nor (E) shall be less than P in Table 2.

BS8666 Bends and Shapes: Collins Reinforcements Limited (52)
Shape
Code
46
BS8666 Bends and Shapes: Collins Reinforcements Limited (53) A +2B +C +(E)

Neither A nor (E) shall be less than P in Table 2.
See Note 1.

BS8666 Bends and Shapes: Collins Reinforcements Limited (54)
Shape
Code
47
BS8666 Bends and Shapes: Collins Reinforcements Limited (55) 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)
BS8666 Bends and Shapes: Collins Reinforcements Limited (56)
Shape
Code
51
BS8666 Bends and Shapes: Collins Reinforcements Limited (57) 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)
BS8666 Bends and Shapes: Collins Reinforcements Limited (58)
Shape
Code
56
BS8666 Bends and Shapes: Collins Reinforcements Limited (59) A +B +C +(D) +2(E) -2.5r -5d

(E) and (F) shall be equal and not more than B or C, nor less than P in Table 2.

BS8666 Bends and Shapes: Collins Reinforcements Limited (60)
Shape
Code
63
BS8666 Bends and Shapes: Collins Reinforcements Limited (61) 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)
BS8666 Bends and Shapes: Collins Reinforcements Limited (62)
Shape
Code
64
BS8666 Bends and Shapes: Collins Reinforcements Limited (63) A +B +C +2D +E +(F) -3r -6d

Neither A nor (F) shall be less than P in Table 2. See Note 2.

BS8666 Bends and Shapes: Collins Reinforcements Limited (64)
Shape
Code
67
BS8666 Bends and Shapes: Collins Reinforcements Limited (65) A

See clause 10.

BS8666 Bends and Shapes: Collins Reinforcements Limited (66)
Shape
Code
75
BS8666 Bends and Shapes: Collins Reinforcements Limited (67) π(A - d) + B

Where B is the lap.

BS8666 Bends and Shapes: Collins Reinforcements Limited (68)
Shape
Code
77
BS8666 Bends and Shapes: Collins Reinforcements Limited (69) Cπ(A-d)

C = number of turns

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
BS8666 Bends and Shapes: Collins Reinforcements Limited (70)
Shape
Code
98
BS8666 Bends and Shapes: Collins Reinforcements Limited (71) A +2B +C + (D) -2r -4d

Isometric sketch

Neither C or (D) shall e less than P in Table 2.

BS8666 Bends and Shapes: Collins Reinforcements Limited (72)
Shape
Code
99
All other shapes To be calculated

See Note 2.

Where standard shapes cannot be used.

No other shape code number, form of designation or abbreviation shall be used in scheduling.

A dimensioned 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 dimension shall allow for tolerance.

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 parentheses are the free dimensions. If a shape given in this table is required but a different dimension is to allow for the possile deviations, the shape shall be drawn out and given the shape code 99 and the free dimension shall be indicated in parentheses.

The length of straight between two bends shall be at least 4d, see Figure 6.

Figure 4, Figure 5 and Figure 6 should be used in the interpretation of ending 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 45°, 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 90°, it is preferable to specify shape code 99 with a fully dimensioned sketch.

Note 2 Five ends 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 400 mm. See also Clause 10.

Note 4 Stock lengths are available in a limited numer of lengths (e.g. 6m, 12m). Dimension A for shape code 01 should be regarded as indicative and used for the purpose of calculating total length. Actual delivery lengths should be by agreement with supplier.

BS8666 Bends and Shapes: Collins Reinforcements Limited (2024)

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