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Box Section OPSS Bends
Precast Products
|
Box Culverts
|
Box Section OPSS Bends
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
Details
Manufactured in accordance with OPSS 1821 and CHBDC.
Above dimensions are based on standard center line length of 2.50 m.
Contact our engineering department for additional box bend information and angles not detailed.
Downloads
Box section joint details
joint procedure
technical drawing