Material used :
1. Steel - made from high quality low carbon steel and oil as anti-corrosive feature and comply with
JIS G3131/SPHC.
2. Aluminium - expanded from commercial quality aluminium AA (100) H14 (mill finish).


Specification :
The Long Way (LW) dimension of the mesh is precise and constant, but the Short Way (SW) dimension is only approximate. Since it is subject to some variation according to the strand width and the material thickness. It is intended to be generally descriptive only.

Ordering :
When ordering, please remember to specify –
1. Reference number of mesh.
2. Thickness preferred
3. Type of raw material
4. Sheet size
5. Quantity required.

Benefits

As light, durable and strong as mild steel sheeting, providing a rigid and permanent frame for receiving plaster, steel work encasements, interior linings and other reinforced constructions.

Because there are no welds or joints, it operates as a structural member that distributes loads evenly over a wider area.

High strength to weight ratio makes it technically applicable in many engineering, industrial and ornamental applications. These include safety barricades against opposing traffic on highways, walkways, drain grating, anti-vandal screen and decorative fencing.

No loose strands or welds mean minimal wear through constant exposure to natural elements or other normal movements.

Fire resistant and vermin proof, it also provides an anti-slip surface for ramps, catwalks and stairtreads.

Allows good visibility and the easy passage of air, heat, light and sound while ensuring security and protection.

A good conductor of electricity, magnetic flux and heat through jointless continuity of materials. Good for electromagnetic screening and driveway heating.

Anti-corrosive when treated with hot-dipped galvanized or powder coated.

Loading Table For Walkway Mesh
 

Ref Code	Loading Criteria	Simple Span (mm)			Double Span (mm)			Triple Span (mm)
		600	900	1200	300	450	600	200	300	400
WM 50110	UDL (KN/m2)	6.30	2.85	1.75	26.00	11.60	6.70	54.80	28.15	15.75
	CL (KN)	1.40	0.95	0.70	3.20	2.20	1.65	4.97	3.50	2.65
WM 50105	UDL (KN/m2)	8.00	3.60	2.00	33.20	15.00	8.50	69.20	35.50	20.00
	CL (KN)	1.78	1.20	0.90	4.11	2.75	2.09	6.30	4.50	3.40
WM 50075	UDL (KN/m2)	5.65	2.65	1.50	23.50	10.45	6.00	50.25	25.00	14.25
	CL (KN)	1.25	0.85	0.64	2.90	1.92	1.48	4.50	3.13	2.40
WM 50080	UDL (KN/m2)	4.75	2.20	1.25	19.60	8.85	5.20	43.00	21.00	12.00
	CL (KN)	1.07	0.71	0.53	2.50	1.65	1.25	3.95	2.65	2.00
WM 30080	UDL (KN/m2)	0.30			6.30	2.50	0.70	16.40	7.30	2.90
	CL (KN)	0.08			1.12	0.31	0.20	1.23	0.50	0.16

Note : CL = Concentrated Load UDL = Uniform Distributed Load

1. The recommended spans stated above are based upon the deflection not exceeding span/200 when subjected to the loads shown.

2. Spans stated in the table are nominal. Clear spans can be calculated by deducing 25mm from both ends.

3. Load capacities in the table are the heaviest loads that will cause no permanent deformation, with a built in safety factor of 40% if a slight deformation or sag is allowed.

Specification :