PRESTRESSED

AND PRECAST

LINTELS for strength

and value.

Featuring our Strongcast and Smoothcast

technologies, they are available in textured and

fair faced finishes.

The prestressed range also includes a high-strength

option where there are exceptional load requirements.

A range of complementary padstones is available to

provide the perfect support for your Supreme lintels.

PAGE 53

MADE FROM STRONGCAST

MADE FROM SMOOTHCAST

www.supremeconcrete.co.uk

Length

(mm)CODE

450 P 100045

600 P 100060

750 P 100075

900 P 100090

1050 P 100105

1200 P 100120

1350 P 100135

1500 P 100150

1650 P 100165

1800 P 100180

2100 P 100210

2400 P 100240

2700 P 100270

3000 P 100300

3300 P 100330

3600 P 100360

Length

(mm)CODE

450 P 150045

600 P 150060

750 P 150075

900 P 150090

1050 P 150105

1200 P 150120

1350 P 150135

1500 P 150150

1650 P 150165

1800 P 150180

2100 P 150210

2400 P 150240

2700 P 150270

3000 P 150300

3300 P 150330

3600 P 150360

Length

(mm)CODE

450 S 10045

600 S 10060

750 S 10075

900 S 10090

1050 S 10105

1200 S 10120

1350 S 10135

1500 S 10150

1650 S 10165

1800 S 10180

2100 S 10210

2400 S 10240

2700 S 10270

3000 S 10300

3300 S 10330

3600 S 10360

Length

(mm)CODE

450 R 21045

600 R 21060

750 R 21075

900 R 21090

1050 R 21105

1200 R 21120

1350 R 21135

1500 R 21150

1650 R 21165

1800 R 21180

2100 R 21210

2400 R 21240

2700 R 21270

3000 R 21300

3300 R 21330

3600 R 21360

Length

(mm)CODE

450 P 220045

600 P 220060

750 P 220075

900 P 220090

1050 P 220105

1200 P 220120

1350 P 220135

1500 P 220150

1650 P 220165

1800 P 220180

2100 P 220210

2400 P 220240

2700 P 220270

3000 P 220300

3300 P 220330

3600 P 220360

Length

(mm)CODE

450 P 255045

600 P 255060

750 P 255075

900 P 255090

1050 P 255105

1200 P 255120

1350 P 255135

1500 P 255150

1650 P 255165

1800 P 255180

2100 P 255210

2400 P 255240

2700 P 255270

3000 P 255300

3300 P 255330

3600 P 255360

Length

(mm)CODE

450 R 15045

600 R 15060

750 R 15075

900 R 15090

1050 R 15105

1200 R 15120

1350 R 15135

1500 R 15150

1650 R 15165

1800 R 15180

2100 R 15210

2400 R 15240

2700 R 15270

3000 R 15300

3300 R 15330

3600 R 15360

Length

(mm)CODE

450 R 22045

600 R 22060

750 R 22075

900 R 22090

1050 R 22105

1200 R 22120

1350 R 22135

1500 R 22150

1650 R 22165

1800 R 22180

2100 R 22210

2400 R 22240

2700 R 22270

3000 R 22300

3300 R 22330

3600 R 22360

Length

(mm)CODE

450 S 15045

600 S 15060

750 S 15075

900 S 15090

1050 S 15105

1200 S 15120

1350 S 15135

1500 S 15150

1650 S 15165

1800 S 15180

2100 S 15210

2400 S 15240

2700 S 15270

3000 S 15300

3300 S 15330

3600 S 15360

PAGE 54

P10065 x 100mm

P15065 x 140mm

S10100 x 100mm

R21140 x 215mm or

215 x 140mm

P22065 x 215mm

P25565 x 255mm

R22100 x 215mm or

215 x 100mm

S15150 x 140mm

PRESTRESSED LINTELS - TEXTURED FINISH

R15100 x 140mm or

140 x 100mm

SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS

100

65

140

100

R15A

215

215

255

140

100

100

R22A

10

0

65

65

10

0

65

15

02

15

140

10

01

40

140

R21A

21

5

14

0

215

PAGE 55

Section P100 P150 P220 P255 S10 R15 R15A R22 R22A S15 R21 R21A

Profile 65 x 100 65 x 140 65 x 215 65 x 255 100 x 100 100 x 140 140 x 100 100 x 215 215 x 100 150 x 140 140 x 215 215 x 140

Manufacture size CLEAR SPAN Service Moment (KNm)

to order0.75 1.03 2.46 2.76 1.68 2.57 3.37 3.62 7.05 7.46 6.99 10.86

600 300 13.33 18.31 35.61 41.15 24.60 39.25 41.79 56.78 59.42 49.75 73.90 73.90

750 450 10.00 13.73 32.80 36.80 22.40 34.27 41.79 48.27 59.42 49.75 73.90 73.90

900 600 8.00 10.99 26.24 29.44 17.92 27.41 35.95 38.61 59.42 49.75 73.90 73.90

1050 750 6.67 9.16 21.87 24.53 14.93 22.84 29.96 32.18 59.42 49.75 62.13 73.90

1200 900 5.71 7.85 18.74 21.03 12.80 19.58 25.68 27.58 53.71 49.75 53.26 73.90

1350 1050 5.00 6.87 16.40 18.40 11.20 17.13 22.47 24.13 47.00 49.75 46.60 72.40

1500 1200 4.44 6.10 14.58 16.36 9.96 15.23 19.97 21.45 41.78 44.21 41.42 64.36

1650 1350 4.00 5.49 13.12 14.72 8.96 13.71 17.97 19.31 37.60 39.79 37.28 57.92

1800 1500 3.64 4.99 11.93 13.38 8.15 12.46 16.34 17.55 34.18 36.17 33.89 52.65

2100 1650 3.33 4.58 10.93 12.27 7.47 11.42 14.98 16.09 31.33 33.16 31.07 48.27

2100 1800 3.08 4.23 10.09 11.32 6.89 10.54 13.83 14.85 28.92 30.61 28.68 44.55

2400 1950 2.86 3.92 9.37 10.51 6.40 9.79 12.84 13.79 26.86 28.42 26.63 41.37

2400 2100 2.67 3.66 8.75 9.81 5.97 9.14 11.98 12.87 25.07 26.52 24.85 38.61

2700 2250 2.50 3.43 8.20 9.20 5.60 8.57 11.23 12.07 23.50 24.87 23.30 36.20

2700 2400 2.35 3.23 7.72 8.66 5.27 8.06 10.57 11.36 22.12 23.40 21.93 34.07

3000 2550 2.22 3.05 7.29 8.18 4.98 7.61 9.99 10.73 20.89 22.10 20.71 32.18

3000 2700 2.11 2.89 6.91 7.75 4.72 7.21 9.46 10.16 19.79 20.94 19.62 30.48

3300 2850 2.00 2.75 6.56 7.36 4.48 6.85 8.99 9.65 18.80 19.89 18.64 28.96

3300 3000 1.90 2.62 6.25 7.01 4.27 6.53 8.56 9.19 17.90 18.95 17.75 27.58

3600 3150 1.82 2.50 5.96 6.69 4.07 6.23 8.17 8.78 17.09 18.08 16.95 26.33

3600 3300 1.74 2.39 5.70 6.40 3.90 5.96 7.81 8.39 16.35 17.30 16.21 25.18

*4200 3450 - - - - - 5.71 7.49 8.04 15.67 16.58 15.53 24.13

*4200 3600 - - - - - 5.48 7.19 7.72 15.04 15.91 14.91 23.17

*4200 3750 - - - - - 5.27 6.91 7.43 14.46 15.30 14.34 22.28

*4200 3900 - - - - - 5.08 6.66 7.15 13.93 14.74 13.81 21.45

LINTEL WEIGHT

KG PER METRE14.27 19.38 32.20 35.61 22.91 30.91 30.91 45.59 45.59 42.19 63.83 63.83

Please Note: Clear spans shown above are in increments of 150mm and the safe working loads indicated are based on the

clear span plus 150mm of bearing at each end. Our lintels are supplied in a standard range of lengths and can be cut to

length as required.

Lengths indicated * are not available in all section sizes

The safe working loads indicated in the grey band on the shorter spans are governed by shear. The safe working loads

indicated in the grey band on the longer spans are not great relative to the span, these lintels should be used with caution.

Note 1: No assistance from composite brickwork is

assumed or included in these figures.

Note 2 : Bearings: Minimum bearing length

to be 150mm each, otherwise provide suitable padstones.

Ensure, however, that all bearings are sound.

Note 3: The self weights of lintels quoted above are correct

at the time of going to print and are intended for guidance

purposes only. They are however subject to change

depending upon changes to the raw materials used so it is

important to check the actual weights before use if this

is a critical factor.

Loading Guide: The loads on the lintels should

be assessed in accordance with the method

described in BS 5977: Part 1 1981.

P255 R15A P150 R22A

R15A R15A R22A R22A

PRESTRESSED LINTELS - TEXTURED FINISH

LOAD/SPAN TABLE - TOTAL UNIFORMLY DISTRIBUTED SERVICE LOADS (KN)Note: The self weight of the lintel must be subtracted from the load given

www.supremeconcrete.co.uk

Supreme lintels are produced to BS EN 845-2:2003 where

appropriate.

The British Standards states ; " Composite lintels should be

adequately propped along their span prior to, during, and

after the construction of the infill.

The props should not be removed until the masonry

element of the lintel has reached its design strength, and

in no case earlier than 7 days."

Supreme Benefits

Constant accurate section cast in steel moulds

Three smooth faces, brushed top face to key to masonry

Packs banded on bearers for ease of handling

This table shows the distributed load in KN/M which

can be carried by lintels without the need for provision

of structural brick / blockwork or propping.

PAGE 56

PRESTRESSED LINTELS - FAIR FACED

PRESTRESSED LINTELS - FAIR FACED LOADING TABLES

Length

(mm)CODE

600 PSB 060

900 PSB 090

1050 PSB 105

1200 PSB 120

1350 PSB 135

1500 PSB 150

1800 PSB 180

2100 PSB 210

2400 PSB 240

2700 PSB 270

PSB65 x 150mm

Length

(mm)CODE

600 PSD 060

900 PSD 090

1050 PSD 105

1200 PSD 120

1500 PSD 150

1800 PSD 180

2100 PSD 210

2400 PSD 240

2700 PSD 270

3000 PSD 300

3600 PSD 360

PSD65 x 255mm

Length

(mm)CODE

600 PSC 060

900 PSC 090

1050 PSC 105

1200 PSC 120

1350 PSC 135

1500 PSC 150

1800 PSC 180

2100 PSC 210

2400 PSC 240

2700 PSC 270

3000 PSC 300

3600 PSC 360

PSC65 x 215mm

Length

(mm)CODE

600 PSE 060

900 PSE 090

1050 PSE 105

1200 PSE 120

1350 PSE 135

1500 PSE 150

1650 PSE 165

1800 PSE 180

2100 PSE 210

2400 PSE 240

2700 PSE 270

3000 PSE 300

3300 PSE 330

3600 PSE 360

Length

(mm)CODE

600 PSA 060

750 PSA 075

900 PSA 090

1050 PSA 105

1200 PSA 120

1350 PSA 135

1500 PSA 150

1650 PSA 165

1800 PSA 180

2100 PSA 210

2400 PSA 240

2700 PSA 270

3000 PSA 300

3600 PSA 360

PSE145 x 100mm

PSE100 x 145mm

PSA65 x 100mm

145mm wide x 100mm deep 100mm wide x 145mm deep

Specifications: 2 x 9.3mm Strand WireClear Span in mm uniformly distributed load in KN/M

Specifications: 2 x 9.3mm Strand WireClear Span in mm uniformly distributed load in KN/M

Clear Span - mm Lintel Length Safe Work Load - KN/M Clear Span - mm Lintel Length Safe Work Load - KN/M

900 1200 18.6 900 1200 25.8

1050 1350 14.2 1050 1350 19.7

1200 1500 11.0 1200 1500 15.4

1350 1650 9.0 1350 1650 12.5

1500 1800 7.3 1500 1800 10.2

1650 2100 6.4 1650 2100 8.9

1800 2100 5.2 1800 2100 7.2

2100 2400 3.8 2100 2400 5.3

2400 2700 2.9 2400 2700 4.1

3300 3600 1.59 2700 3000 3.2

3000 3300 2.6

3300 3600 2.16

MADE FROM SMOOTHCAST

SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS

PAGE 57

Notes

1) Shaded areas indicates

padstones may be required, or

bearing increased.

2) Bold type values indicate

the limit of load capacity for

typical building materials

plastered one side so long as

no other dead or imposed

loads are carried within the

interaction zone above the

lintel.

3) The shear and padstone

limits indicated assume a

minimum bearing of 100 mm

at each end of the lintel.

4) The total load capacities

stated in the tables are in

addition to the self weight of

the lintel and of the courses of

composite brickwork or

blockwork stated which have

already been allowed for.

5) The allowable moments

listed in the table headings are

subject to a reduction factor in

respect of horizontal shear at

the horizontal interface of

0.25, 0.375, 0.269, 0.319 L

respectively ( L in metres).

6) Composite brick or block

courses must be constructed

of mortar class 1 or better with

special attention to the joint

between the lintel top

brushed face and composite

courses.

7) Composite lintels must be

propped at the centre for at

least 7 days, longer in cold

weather. Spans over 1.5m

require two additional props at

quarter points.

8) If a D.P.C. is introduced

between the lintel and the

masonry the lintel must be

regarded as acting alone.

9) The table is for guidance

only and in the case of doubt

detailed calculations should be

carried out to BS 5977 Pt.1

using the allowable moment

and shear values supplied.

LOAD / SPAN TABLE

65 x 100mmkNm

ACTING

ALONE

NUMBER OF COURSES ACTING COMPOSITELY

2 3 5 7 1 2 3 1 2 3

Allowable moment kNm 0.61 1.53 2.36 3.96 5.57 1.82 4.55 6.85 1.27 3.98 6.60

Allowable shear load 100mm

bearing

kN 16.46 18.61 19.69 21.84 23.99 19.61 21.01 23.31 19.61 21.01 23.31

Total load capacity kN 400mm 12.14 13.45 12.99

Clear span 550 8.80 11.06 8.84 13.35 12.91

700 6.87 7.82 11.04 8.77 13.26 7.68 12.83

850 5.62 7.80 11.02 8.70 13.16 7.62 12.75

1000 4.74 7.78 11.00 8.63 13.07 7.56 12.67

1150 4.08 4.56 7.76 10.98 8.56 12.97 7.50 12.60

1300 3.57 4.54 7.74 10.96 8.49 12.88 7.44 12.52

1450 3.16 4.52 7.72 10.94 3.20 8.42 12.78 7.38 12.44

1600 2.82 2.83 4.49 7.69 10.91 3.15 8.35 12.69 7.32 12.36

1750 2.54 2.81 4.47 7.67 10.89 3.11 8.28 12.59 7.26 12.28

1900 2.30 2.79 4.45 7.65 10.87 3.06 8.21 12.50 7.20 12.20

2200 1.91 2.75 4.41 7.61 10.83 2.97 8.07 12.31 1.95 7.09 12.04

2500 2.71 4.37 7.57 10.79 2.88 7.93 12.12 1.87 6.97 11.89

2800 2.67 4.33 7.53 10.75 2.79 7.79 11.93 6.85 11.73

65 x 150mmAllowable moment kNm 1.17 1.53 2.36 3.96 5.57 2.35 4.75 7.05 1.90 4.58 6.88

Allowable shear load 100mm

bearing

kN 22.26 24.14 25.49 27.64 29.79 26.99 31.71 36.44 26.99 31.71 36.44

Total load capacity kN 400mm 22.26

Clear span 550 16.90 16.90 20.63 20.20

700 13.22 16.56 13.76 20.48 13.32 20.09

850 10.83 11.70 16.53 13.65 20.34 13.23 19.97

1000 9.15 11.67 16.50 13.54 20.20 13.14 19.85

1150 7.89 11.63 16.46 13.44 20.05 13.05 19.73

1300 6.92 11.60 16.43 13.33 19.91 12.96 19.61

1450 6.14 6.77 11.57 16.40 6.38 13.22 19.77 12.87 19.49

1600 5.51 6.74 11.54 16.37 6.31 13.12 19.62 12.78 19.37

1750 4.97 6.70 11.50 16.33 6.24 13.01 19.48 4.99 12.69 19.25

1900 4.52 6.67 11.47 16.30 6.17 12.91 19.34 4.93 12.60 19.14

2200 3.78 4.12 6.61 11.41 16.24 6.04 12.69 19.05 4.80 12.42 18.90

2500 3.22 4.05 6.54 11.34 16.17 5.90 12.48 18.77 4.68 12.24 18.66

2800 3.77 6.14 10.71 15.31 5.42 11.59 17.47 4.79 17.44

65 x 215mmAllowable moment kNm 1.42 3.16 4.76 7.96 11.17 3.90 9.20 13.79 2.72 8.55 13.31

Allowable shear load 100mm

bearing

kN 24.42 28.94 31.19 35.71 40.22 31.19 37.97 44.74 31.19 37.97 44.74

Total load capacity kN 400mm 24.42 29.52

Clear span 550 20.48 23.87 29.31 28.02

700 16.01 16.91 23.82 19.09 29.11 17.80 27.85

850 13.50 16.87 23.77 18.93 28.90 17.67 27.68

1000 11.05 16.82 23.23 18.78 28.69 17.54 27.51

1150 9.52 9.89 16.77 23.68 18.63 28.49 17.41 27.34

1300 8.34 9.84 16.73 23.63 18.48 28.28 17.28 27.16

1450 7.38 9.79 16.68 23.59 7.43 18.32 28.08 17.15 26.99

1600 6.60 9.75 16.63 23.54 7.33 18.17 27.87 17.02 26.82

1750 5.95 6.26 9.70 16.59 23.50 7.23 18.02 27.67 16.89 26.65

1900 5.39 6.21 9.65 16.54 23.45 7.13 17.87 27.46 16.76 26.48

2200 4.47 6.12 9.56 16.45 23.36 6.93 17.56 27.05 4.56 16.50 26.14

2500 3.76 6.02 9.47 16.35 23.26 6.73 17.26 26.64 4.39 16.25 25.80

2800 5.93 9.37 16.26 23.17 6.54 16.95 26.23 15.99 25.46

65 x 255mmAllowable moment kNm 1.86 3.06 4.72 7.93 11.13 3.63 9.11 13.70 2.53 7.96 13.19

Allowable shear load 100mm

bearing

kN 23.16 27.46 29.62 33.92 38.22 29.46 35.76 42.06 29.46 35.76 42.09

Total load capacity kN 400mm 23.16 34.42 33.21

Clear span 550 23.16 28.20 34.22 33.04

700 21.00 28.15 22.53 34.01 32.86

850 17.19 19.92 28.09 22.38 33.81 19.56 32.69

1000 14.51 19.87 28.04 22.22 33.61 19.43 32.52

1150 12.52 19.81 27.98 22.07 33.40 19.30 32.35

1300 10.97 11.57 19.76 27.92 21.92 33.20 19.17 32.18

1450 9.73 11.51 19.70 27.87 21.76 33.00 19.04 32.01

1600 8.71 11.46 19.65 27.81 21.61 32.80 18.90 31.84

1750 7.86 11.40 19.59 27.76 8.04 21.45 32.59 18.77 31.67

1900 7.13 11.34 19.54 27.70 7.94 21.30 32.39 18.64 31.50

2200 5.95 7.00 11.23 19.43 27.59 7.73 20.99 31.98 18.77 31.16

2500 5.02 6.89 11.12 19.31 27.48 7.52 20.68 31.58 18.11 30.81

2800 6.78 11.01 19.20 27.37 7.31 20.38 31.17 4.71 17.84 30.47

brick 102.5mm wide Standard lightweight blocks Insulating blocksPRESTRESSED LINTELS - FAIR FACED

www.supremeconcrete.co.uk

PAGE 58

Section Size 110 x 100 140 x 100 150 x 140 215 x 100 215 x 140

Product Code HSS10 HSR15 HSS15 HSR22 HSR21

Fire Resistance R30 R30 R60 R30 R60

Lintel Length Clear Span

900 700 41.38 71.20 91.75 102.40 134.40

1200 900 26.48 46.45 65.68 82.00 107.50

1200 1000 21.88 38.66 54.66 74.50 97.70

1500 1200 15.67 27.98 39.56 58.40 79.15

1800 1500 10.34 18.68 26.41 44.03 52.25

2100 1800 7.34 13.35 18.88 31.22 37.05

2400 2100 5.47 10.01 14.16 23.29 27.64

2700 2400 4.24 7.79 11.01 18.04 21.40

3000 2700 3.38 6.23 8.81 14.38 17.06

3300 3000 2.76 5.10 7.21 11.73 13.92

3600 3300 2.29 4.25 6.00 9.75 11.57

4200 3900 - 3.05 4.35 7.05 8.36

HI-STRENGTH LINTELSDesigned to Eurocode 2 BS EN 1992 : 2004. Load Span Table (Units KN/m)

Length

(mm)CODE

900 HSS 15090

1050 HSS 15105

1200 HSS 15120

1350 HSS 15135

1500 HSS 15150

1650 HSS 15165

1800 HSS 15180

2100 HSS 15210

2400 HSS 15240

2700 HSS 15270

3000 HSS 15300

3300 HSS 15330

3600 HSS 15360

4200 HSS 15420

HSS15150 x 140mm

140

15

0

Length

(mm)CODE

900 HSR 21090

1050 HSR 21105

1200 HSR 21120

1350 HSR 21135

1500 HSR 21150

1650 HSR 21165

1800 HSR 21180

2100 HSR 21210

2400 HSR 21240

2700 HSR 21270

3000 HSR 21300

3300 HSR 21330

3600 HSR 21360

4200 HSR 21420

HSR21215 x 140mm

140

21

5

Length

(mm)CODE

900 HSR 22090

1050 HSR 22105

1200 HSR 22120

1350 HSR 22135

1500 HSR 22150

1650 HSR 22165

1800 HSR 22180

2100 HSR 22210

2400 HSR 22240

2700 HSR 22270

3000 HSR 22300

3300 HSR 22330

3600 HSR 22360

4200 HSR 22420

HSR22215 x 100mm

100

21

5

Length

(mm)CODE

900 HSR 15090

1050 HSR 15105

1200 HSR 15120

1350 HSR 15135

1500 HSR 15150

1650 HSR 15165

1800 HSR 15180

2100 HSR 15210

2400 HSR 15240

2700 HSR 15270

3000 HSR 15300

3300 HSR 15330

3600 HSR 15360

4200 HSR 15420

HSR15140 x 100mm

100

14

0

Length

(mm)CODE

900 HSS 10090

1050 HSS 10105

1200 HSS 10120

1350 HSS 10135

1500 HSS 10150

1650 HSS 10165

1800 HSS 10180

2100 HSS 10210

2400 HSS 10240

2700 HSS 10270

3000 HSS 10300

3300 HSS 10330

3600 HSS 10360

4200 HSS 10420

HSS10110 x 100mm

100

11

0

HI-STRENGTH LINTELS - TEXTURED FINISH

These lintels are not universal

and must be used in the

correct orientation.

SUPREME COMPLETE GUIDE STRUCTURAL ELEMENTS

PAGE 59

FIREPLACE LINTEL

PRECAST LINTELS

FIREPLACE LINTEL

Metric (mm) Imperial CODE

865 x 145 x 100 2'10" x 6" x 4" LIN 41

PADSTONES

Metric (mm) Imperial CODE

215 x 140 x 102 9" x 51/2" x 4" PAD 01

300 x 140 x 102 12" x 51/2" x 4" PAD 02

440 x 140 x 102 18" x 51/2" x 4" PAD 03

600 x 140 x 102 24" x 51/2" x 4" PAD 04

440 x 140 x 140 18" x 51/2" x 51/2" PAD 05

215 x 140 x 215 9" x 51/2" x 9" PAD 06

440 x 140 x 215 18" x 51/2" x 9" PAD 07

380 x 140 x 215 15" x 51/2" x 9" PAD 08

440 x 215 x 215 18" x 9" x 9" PAD 09

215 x 215 x 102 9" x 9" x 4" PAD 11

440 x 215 x 102 18" x 9" x 4" PAD 12

330 x 215 x 102 13" x 9" x 4" PAD 13

100 x 65 x 225 4" x 21/2" x 9" PAD 15

Use Any Way Up

Minimum end bearing: up to 8' long lintel - 100 mm

9' and 10' - 150 mm

Precast Lintel Loadings

Lintel bearing shown relates to the lintel design and not

supporting masonry. Centre point loads and ∆ loads may

be accommodated up to total load shown except where in

bold, in which case reference should be made to the

Supreme Sales Office.

Where Dead Loads form all of the loading, values may be

increased by 7%.

Casting tolerances : + - 5mm including demould taper.

Designed and manufactured in accordance with

BS 8110.

These Padstones

may be used in

any orientation.

Concrete strength in excess of 50N/mm2 28 days.

PRECAST LINTELSLOAD / SPAN

TABLE

Metric (mm) Imperial Rod SizeTotal Load kN

A BCODE

610 x 145 x 100 2' x 6" x 4" 4 / Y8 6.00 6.32 LIN 00

735 x 145 x 100 2'5" x 6" x 4" 4 / Y8 6.00 6.32 LIN 01

965 x 145 x 100 3'2" x 6" x 4" 4 / Y8 6.00 6.32 LIN 02

1065 x 145 x 100 3'6" x 6" x 4" 4 / Y8 6.00 6.32 LIN 03

1220 x 145 x 100 4' x 6" x 4" 4 / Y8 6.00 6.32 LIN 04

1370 x 145 x 100 4'6" x 6" x 4" 4 / Y8 5.78 6.12 LIN 05

1525 x 145 x 100 5' x 6" x 4" 4 / Y8 5.78 6.12 LIN 06

1675 x 145 x 100 5'6" x 6" x 4" 4 / Y8 5.78 6.12 LIN 07

1830 x 145 x 100 6' x 6" x 4" 4 / Y8 5.78 6.12 LIN 08

2130 x 145 x 100 7' x 6" x 4" 4 / Y10 6.58 6.98 LIN 10

2440 x 145 x 100 8' x 6" x 4" 4 / Y10 6.58 5.97 LIN 12

2745 x 145 x 100 9' x 6" x 4" 4 / Y10 6.38 N/A LIN 13

3050 x 145 x 100 10' x 6" x 4" 4 / Y10 6.38 N/A LIN 14

1220 x 220 x 100 4' x 9" x 4" 4 / Y8 7.09 8.17 LIN 31

1525 x 220 x 100 5' x 9" x 4" 4 / Y8 7.09 8.17 LIN 32

1830 x 220 x 100 6' x 9" x 4" 4 / Y10 7.84 9.36 LIN 33

2130 x 220 x 100 7' x 9" x 4" 4 / Y10 7.84 8.76 LIN 34

2440 x 220 x 100 8' x 9" x 4" 4 / Y10 7.84 4.10 LIN 35

2745 x 220 x 100 9' x 9" x 4" 4 / Y10 7.55 N/A LIN 36

3050 x 220 x 100 10' x 9" x 4" 4 / Y10 7.55 N/A LIN 37

A

B

100 x 145 mm

145 x 100 mm

A

B

100 x 220 mm

220 x 100 mm

A B

CORNER PADSTONE

Metric (mm)

A B

Imperial

A BCODE

215 x 215 x 215 x 100 9" x 9" x 9" x 4" PAD 21 C

300 x 300 x 215 x 100 12" x 12" x 9" x 4" PAD 22 C

440 x 440 x 215 x 100 18" x 18" x 9" x 4" PAD 23 C

600 x 600 x 215 x 100 24" x 24" x 9" x 4" PAD 24 C

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