EXPANDED METAL PRODUCTS GENERAL

RODUCT SPECIFICATIONS

  • XG Type Grating
  • XS Type Grating
  • EXPANDED METALS
  • XF FLAT TYPE
  • SK Thick Strand Expanded Metal Lath

1.XG Type Grating

PRODUCT SPECIFICATIONS

Category

Designation JIS  

Mesh Size

Strand Size (mm)

Weight

  kg/m2  

Standard Size LX S (mm)

Reference Weight (kg/sheet)

SWD

LWD

T

W

914X1829

1219X2438

1524X3048

XG XG11 34 135.4 4.5 7.0 14.5 24.2 43.1 67.4
XG12 34 135.4 6.0 7.0 19.4 32.4 57.7 90.1
XG13 34 135.4 6.0 9.0 24.9 41.6 74.0 116.0
XG14 34 135.4 8.0 9.0 33.2 55.5 98.7 154.0
XG21 36 101.6 4.5 7.0 13.7 22.9 40.7 63.6
XG22 36 101.6 6.0 7.0 18.3 30.6 54.4 85.0
XG23 36 101.6 6.0 9.0 23.6 39.5 70.1 110.0
XG24 36 101.6 8.0 9.0 31.4 52.5 93.3 146.0

*We can also manufacture products out of the above specifications,please contact us for details.

STEEL WALKWAY MESHES : LOAD / SPANTABLE
Walkway mesh Reference

Type of Loads

Simple Span(mm)

Double Span(mm)

Triple Span(mm)

600    900    1200

300    450    600

200       300      400

XG 11

XG 21

Uniform Load(KN/m 2 )

4.90   2.25   1.22

20.00   9.00   5.21

43.85   21.40  12.14

Point Load(KN/m 2 )

1.10   0.74   0.54

2.50   1.68   1.27

4.00      2.68      2.04

XG 12

XG 22

Uniform Load(KN/m 2 )

6.43   2.90   1.73

26.37   11.93   6.83

56.00   28.75   16.12

Point Load(KN/m 2 )

1.44   0.96   0.72

3.30   2.22   1.68

5.06      3.56      2.70

XG 13

XG 23

Uniform Load(KN/m 2 )

5.80   2.50   1.50

23.80   10.70   6.10

51.00   25.40   14.60

Point Load(KN/m 2 )

1.30   0.85   0.64

2.95   1.97   1.50

4.55      3.18      2.42

XG 14

XG 24

Uniform Load(KN/m 2 )

8.20   3.65   2.02

33.80   15.30   8.66

70.00   36.10   20.50

Point Load(KN/m 2 )

1.80   1.22   0.92

4.20   2.80   2.12

6.40      4.56      3.45

XG 63

Uniform Load(KN/m 2 )

NOT

Rocommended

 

7.25   2.61   1.82

19.13      8.50      4.78

Point Load(KN/m 2 )

1.32   0.53   0.44

1.43      0.96      0.72

Note :

  1. Load capacities given in the table are heaviest loads that will cause no permanent deformation with safety factor of 1.4 times. some permanent deformation is allowed , loads can be increased by 40%.
  2. The load table is applicable based on spanning in LWM direction and spot-weld at every 4th strand on support and minimum 25mm landing on both ends.
  3. Spanning recommended based on assumption that deflection is not greater than 1/ 200 span.
  4. Spanning stated in table are nominal. Clear spans are obtained by deducting 25mm landing on both ends.

s01

s02

s03

Sheet joined by butt weldSheet joined by butt weld

s04

s05

Installation for top and bottom of sheet

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