1
Plan View - SE62 N.T.S
2440
B
Net Cover: 12.36 m² A
6100
A
End Lap Detail
B
N.T.S
50
50
200 - PITCH
Side Lap Detail N.T.S
20
50
50
200 - PITCH
20
250 - OVERLAP
250 - OVERLAP
350 - TOTAL OVERLAP
290 - TOTAL OVERLAP
Wire Diameter
6.1 Plain
Longitudinal wire size (number x length)
13 x 6100mm
Cross wire size (number x length)
31 x 2440mm
Sheet Gross Area (m²) Net Cover (m²) Pitch (Spacing) (mm) Side Overhang (mm) End Overhang (mm)
14.88 12.36 200 20 50
Side Lap (mm) End Lap (mm) Cross Sectional Area/ Width (mm²/m) Wire Mass/ Meter (Kg/m) Sheet Mass (Kg)
250 250
Sheet Mass/ Square Meter (Kg/m²)
2.39±0.1
Number of Sheets / Bundle
25
Bundle Mass (MT)
0.888±0.01
155.63 0.229 35.5±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).
HSM-SE62
Hurricane Seismic Mesh SE62
Drawn by Checked by
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S&T RL
Date
Aug 18
NOT TO SCALE
www.steelandtube.co.nz 0800 333 247 27/08/2018 1:39:50 PM