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Conversion

a. Characteristic strength of:
  i. High tensile deformed bar = 500 N/mm2 (SS 560 : 2010)
  ii. Fabric reinforcement mesh = 500 N/mm2 (SS 561 : 2010)
b. equivalent area of steel (welded fabric)     = As. (bar) x characteristic strength (bar)
characteristic strength (welded fabric)

imgREBAR TO LWM FABRIC CONVERSION SUMMARY
ORIGINAL REINFORCEMENT EQUV.As FABRIC
=As Bars x 500/500
LWM FABRIC SPECIFICATION
  Dia. & Spacing Cross-Sectional
Area
Main
(mm)
Dist
(mm)
Main
(mm2/M)
Dist
(mm2/M)
Main
(mm2/M)
Dist
(mm2/M)
LWM
REF
Main
(mm)
Dist
(mm)
Main
(mm2/M)
Dist
(mm2/M)
H 10 - 75 H 10 - 75 1048 1048 1048 1048 WD12 12mm@100 12mm@100 1131 1131
H 10 -100 H 10 - 100 786 786 786 786 WD10 10mm@100 10mm@100 785 785
H 10 - 125 H 10 - 125 629 629 629 629 WD9 9mm@100 9mm@100 636 636
H 10 - 150 H 10 - 150 524 524 524 524 WE10 10mm@150 10mm@150 524 524
H 10 - 175 H 10 - 175 449 449 449 449 WD8 8mm@100 8mm@100 503 503
H 10 - 200 H 10 - 200 393 393 393 393 WA10 10mm@200 10mm@200 393 393
H 10 - 250 H 10 - 250 314 314 314 314 WA9 9mm@200 9mm@200 318 318
H 10 - 300 H 10 - 300 262 262 262 262 H1030 1030 10mm@300 10mm@300 262 262
H 13 - 100 H 13 - 100 1328 1328 1328 1328 WD13 13mm@100 13mm@100 1327 1327
H 13 - 125 H 13 - 125 1062 1062 1062 1062 WD12 12mm@100 12mm@100 1131 1131
H 13 - 150 H 13 - 150 885 885 885 885 WE13 13mm@150 13mm@150 885 885
H 13 - 175 H 13 - 175 759 759 759 759 WD10 10mm@100 10mm@100 785 785
H 13 - 200 H 13 - 200 664 664 664 664 WA13 13mm@200 13mm@200 664 664
H 13 - 250 H 13 - 250 531 531 531 531 WD9 9mm@100 9mm@100 636 636
H 13 - 300 H 13 - 300 443 443 443 443 H1330 1330 13mm@300 13mm@300 442 442

Note:
Steel Mesh can be fabricated by combining Main Wires and Distribution Wires to suit the design requirements for slab and wall steel reinforcement.
You may forward your enquiry for conversion of steel reinforcement bar to steel welded mesh to mesh@leemetalgroup.com.