1
Plan View - 663L (AKL) N.T.S
1990
B
Net Cover: 7.53 m² A
4650
A
End Lap Detail
B
N.T.S
75
50
150 - PITCH
Side Lap Detail N.T.S
20
75
50
150 - PITCH
200 - OVERLAP
200 - OVERLAP
350 - TOTAL OVERLAP
240 - TOTAL OVERLAP
Wire Diameter
6.3 Deformed
Longitudinal wire size (number x length)
14 x 4650mm
Cross wire size (number x length)
31 x 1990mm
Sheet Gross Area (m²) Net Cover (m²) Pitch (Spacing) (mm) Side Overhang (mm) End Overhang (mm)
9.25 7.53 150 20 75
Side Lap (mm) End Lap (mm) Cross Sectional Area/ Width (mm²/m) Wire Mass/ Meter (Kg/m) Sheet Mass (Kg)
200 200
Sheet Mass/ Square Meter (Kg/m²)
3.35±0.1
Number of Sheets / Bundle
25
Bundle Mass (MT)
0.775±0.01
20
219.19 0.245 31.03±0.1
Design of Reinforced Concrete Structures: NZS 3101-1 clause 8.7.6(a) is considered the primary clause to determine the overlap from a mesh point of view. The concrete Designer may, with knowledge of the wider design requirements, be able to adjust the overlap, or to review it under 8.7.6(b).
Hurricane Construction Mesh 663L
HCM-663L Drawn by Checked by
© 2016 Copyright in this document is the property of Steel & Tube Holdings Limited. All rights reserved.
S&T RL
Date
Aug 18
NOT TO SCALE
www.steelandtube.co.nz 0800 333 247 27/08/2018 1:38:44 PM
1
Plan View - 665L (AKL) N.T.S
1990
B
Net Cover: 7.53 m² A
4650
A
End Lap Detail
B
N.T.S
75
50
150 - PITCH
Side Lap Detail N.T.S
20
75
50
150 - PITCH
20
200 - OVERLAP
200 - OVERLAP
240 - TOTAL OVERLAP
350 - TOTAL OVERLAP
Wire Diameter
5.3 Deformed
Longitudinal wire size (number x length)
14 x 4650mm
Cross wire size (number x length)
31 x 1990mm
Sheet Gross Area (m²) Net Cover (m²) Pitch (Spacing) (mm) Side Overhang (mm) End Overhang (mm)
9.25 7.53 150 20 75
Side Lap (mm) End Lap (mm) Cross Sectional Area/ Width (mm²/m) Wire Mass/ Meter (Kg/m) Sheet Mass (Kg)
200 200
Sheet Mass/ Square Meter (Kg/m²)
2.38±0.1
Number of Sheets / Bundle
25
Bundle Mass (MT)
0.550±0.01
155.13 0.173 22.00±0.1
Design of Reinforced Concrete Structures: NZS 3101-1 clause 8.7.6(a) is considered the primary clause to determine the overlap from a mesh point of view. The concrete Designer may, with knowledge of the wider design requirements, be able to adjust the overlap, or to review it under 8.7.6(b).
Hurricane Construction Mesh 665L
HCM-665L Drawn by Checked by
© 2016 Copyright in this document is the property of Steel & Tube Holdings Limited. All rights reserved.
S&T RL
Date
Aug 18
NOT TO SCALE
www.steelandtube.co.nz 0800 333 247 27/08/2018 1:38:45 PM
1
Plan View - 668L (AKL) N.T.S
1990
B
Net Cover: 7.53 m² A
4650
A
End Lap Detail
B
N.T.S
75
50
150 - PITCH
Side Lap Detail N.T.S
20
75
50
150 - PITCH
200 - OVERLAP
200 - OVERLAP
350 - TOTAL OVERLAP
240 - TOTAL OVERLAP
Wire Diameter
4.0 Deformed
Longitudinal wire size (number x length)
14 x 4650mm
Cross wire size (number x length)
31 x 1990mm
Sheet Gross Area (m²) Net Cover (m²) Pitch (Spacing) (mm) Side Overhang (mm) End Overhang (mm)
9.25 7.53 150 20 75
Side Lap (mm) End Lap (mm) Cross Sectional Area/ Width (mm²/m) Wire Mass/ Meter (Kg/m) Sheet Mass (Kg)
200 200
Sheet Mass/ Square Meter (Kg/m²)
1.35±0.1
Number of Sheets / Bundle
25
Bundle Mass (MT)
0.313±0.01
20
89.36 0.099 12.50±0.1
Design of Reinforced Concrete Structures: NZS 3101-1 clause 8.7.6(a) is considered the primary clause to determine the overlap from a mesh point of view. The concrete Designer may, with knowledge of the wider design requirements, be able to adjust the overlap, or to review it under 8.7.6(b).
Hurricane Construction Mesh 668L
HCM-668L Drawn by Checked by
© 2016 Copyright in this document is the property of Steel & Tube Holdings Limited. All rights reserved.
S&T RL
Date
Aug 18
NOT TO SCALE
www.steelandtube.co.nz 0800 333 247 27/08/2018 1:38:47 PM