1" Thick CC-Grate
1" x 4" (Rectangular Mesh)

*Deflection less than 0.010" and greater than 0.500" have been omitted. The use of various resins, reinforcements and surfaces can result in variations of up to 15% in load data. Free span width for 48" span data is 2" less than width of grating. This information is provided as a guide to the use and application of CC-Grate and is not or does not represent a specific warranty of the product or its performance. The designer or user must determine the suitability of this product for a specific application.

Point Load: Reflects the deflection achieved by concentrated point load applied at the center of a grating panel of varying spans. Maximum loads for "Normal" or "Firm" support under this loading are indicated.

Uniform Load (Full Panel): Reflects the deflection achieved with loads distributed evenly across 12-foot long grating pieces of varying spans.

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Corrosion Resistance Guide

PHYSICAL DEFLECTION DATA

CONCENTRATED LOAD (12" strip load)
SPAN	MAX LOAD(lb/sf)		LOAD (lb)
Inch	Normal	Firm	100	200	500	1000	2000
12	>3000	>3000	*	0.015	0.036	0.072	0.143
18	1700	1132	0.022	0.044	0.110	0.221	0.441
24	751	500	0.050	0.100	0.250	0.499	*
36	211	140	0.178	0.356	*	*	*
48	132	88	0.281	*	*	*	*

UNIFORM LOAD (entire panel load)
SPAN	MAX LOAD(lb/sf)		LOAD(lb/sf)
Inch	Normal	Firm	50	100	150	200	250
12	>3000	>3000	*	*	*	*	0.012
18	1802	1201	0.010	0.021	0.031	0.041	0.052
24	601	401	0.031	0.063	0.094	0.125	0.156
36	112	75	0.167	0.334	0.500	*	*
48	53	36	0.351	*	*	*	*

POINT LOAD (center of panel)			"Normal" is the load (in pounds) that will produce a deflection of 0.375" (accepted as providing a "Normal" feel for foot traffic). "Firm" is the load (in pounds) that will produce a deflection of 0.250" (accepted as providing a "Firm" feel for foot traffic). All deflections are presented in inches. Loads are presented in pounds
SPAN	LOAD (lb)
Inch	Normal	Firm
12	>3000	>3000
18	>3000	2288
24	2245	1496
36	849	535
48	497	320

INSTALLATION NOTES: The following tables have been developed based on two sided support layouts. Caution is needed to be sure that the rectangular grating is installed with bearing bars running from support to support. All grating should be fastened to the supports using fasteners such as the CC-Clips described in this site. These should be used every 3’-4’ along the supports, with a minimum of four clips on small sections. The clips not only add safety for the employees using the grating, but also improve on the deflection noted.

Concentrated Load (12" Strip): Reflects the deflection achieved using a 12-inch wide strip of grating tested at the mid-point of varying spans.

1" Thick CC-Grate 1" x 4" (Rectangular Mesh)

1" Thick CC-Grate
1" x 4" (Rectangular Mesh)