Seismic Mesh

Page 1

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

© 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 1:39:50 PM


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