NG II (Next Generation) Specification

Steel Specifications:

Steel used in the manufacture of chassis conform to the following British Standards (BS) or international equivalent specification.

Sheet:

Self Colour: EN 10111: 1998
Zinc plated : EN 10147 : 2000

Flats:

BS EN 10025 : 1993 - S275

Angles:

BS EN 10025 : 1993 - SJ275

RHS:

BS EN 10219 - 1 : 1997

PFC:

EN 10279 : 2000 / BS EN 10025 : 1993 - S275

I Beams:

BS EN 10024 : 1995 / BS EN 10025 : 1993 - S275

Stub:

BS EN 8970 - 1

Components

Wheels/Tyres:

Psi - Bar / 14.7
Tonne - KN x 9.81

Trye Band	Loading Cap Per/Tyre - kg	Operating Pressure - Bar	Max Speed - kph
D – 500x8	1700	6.45	10
E – 600x9	2100	6.45	10
F – 600x9	2750	6.45	10

Stub Axle:

BS EN 8970 - 1 320mm x 35mm

Corner Steady:

24” x 3.25mm Mild Steel, maximum loading capacity of each corner steady when used in the main position of 5° from the vertical plane is 4 Tonnes (39 KN) Corner steadies are designed to only provide temporary means of support. These should not be used for levelling purposes or as a permanent means of support.

Jockey Wheel Assembly:

Maximum load that can be applied in a static position - 150KG

Hitch:

Cast Iron with 50mm Ball
Maximum vertical static load of the coupling head - 2.5 Tonnes (24.5 KN)

Paint:

The painting and corrosion protection is tested in accordance with the current edition of International Standard ISO 12944 and BS3900: F4 1991
Durability: Medium (M) 5 to 15 years
Corrosivity Category : C4 Exterior of industrial and coastal areas

Galvanising:

Hot Dip Galvanised coating is in accordance with the current edition of International Standard BS EN ISO 1461: 1999

Support Points:

Refer to chassis

Holding Down Points:

Refer to chassis

Jacking Points:

Refer to chassis
Bankside Patterson recommends the use of a trolley jack rated as appropriate to the weight of the home. The Jack must be sited on firm ground.

Support Stands:

If supplied.
Maximum safe load.
Small: 4 Tonnes
Medium: 4 Tonnes
Large: 4 Tonnes

Maintenance Requirements:

Refer to Bankside Patterson maintenance data sheet supplied with owners handbook

Design Notes:

The chassis design presumes that he structural properties of the superstructure compliment and enhance the chassis mechanical performance. Hence, regulatory criteria is achieved by the composite whole. The customer should be aware that unbalanced or uneven loads applied to different areas of the chassis may have an adverse effect on chassis performance.