Box Section OPSS Bends

Available at Ayr & Carp


Span Max. Deflection
Angle
Wall Thickness
(W)
Span
(OD)
A
(max.)
B
(constant)
C
(min.)
Lift
Anchor Size
mm degrees mm mm mm mm mm tons
1800 75 200 2200 2094 1250 406 4
2400 60 200 2800 2058 1250 442 4
3000 45 250 3500 1975 1250 525 8

Notes

  1. Manufactured in accordance with OPSS 1821 and CHBDC.
  2. Above dimensions are based on standard center line length of 2.50 m.
  3. Contact our engineering department for additional box bend information and angles not detailed.

PDF Downloads

Box Section OPSS Joint Details
Joint Procedure
Technical Drawing