> PRE-PUNCHED CENTER WEB > 4" NOMINAL SIDE RAIL HEIGHT,

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> PRE-PUNCHED CENTER WEB
> 4" NOMINAL SIDE RAIL HEIGHT,
3" CABLE FILL
> REMOVABLE / MOVABLE RUNGS
> 6063-T6 COPPER FREE ALUMINUM ALLOY
> SPLICES & HARDWARE INCLUDED
> CABLE TRAY WILL SUPPORT 200 lb.
CONCENTRATED LOAD
> UL CLASSIFIED
> LOAD TEST IN ACCORDANCE WITH
NEMA VE1/CSA C22.2 NO 126
> EACH RUNG WILL SUPPORT A 200 lb.
CONCENTRATED LOAD (24" WIDTH AND UNDER)
RUNG
SPACING
> RUNGS ATTACHED WITH 1/4 - 20,
CHROMIUM ZINC HARDWARE
1.71
43.50
1.57
39.90
TYP
CABLE
FILL
3.54
90.00
WIDTH
LENGTH
WIDTH + 1.568
RSI04A050KO06SL-18-144
MATERIAL
SERIES
RSI
NOMINAL SIDE
RAIL HEIGHT A = ALUMINUM
KNOCKOUT TYPE
04 = 4" (3" CABLE
BLANK = NONE
FILL)
050KO = .50
075KO = .75
100KO = 1.00
125KO = 1.25
150KO = 1.50
RUNG SPACING
WIDTH
06 = 6"(150)
09 = 9"(225)
12 = 12"(300)
TYPE
STRAIGHT LADDER
06 = 6"(150)
09 = 9"(225)
12 = 12"(300)
LENGTH
18 = 18"(450)
24 = 24"(600) 120 = 120"(3000)
30 = 30"(750) 144 = 144"(3600)
36 = 36"(900)
FOR VENTILATED BOTTOM TRAY,
REPLACE RUNG SPACING WITH VB. EX: RSI04AVBSL-18-144
B-LINE
SERIES
NEMA, CSA & UL
CLASSIFICATIONS
NEMA: 12B
112 kg/m 3.7 m
RSI04 ULCSA:
CROSS-SECTIONAL
AREA = .40 in^2
SPAN LOAD DEFLECTION DESIGN FACTOR
SPAN
LOAD DEFLECTION DESIGN FACTOR
(ft) (LBS/ft) MULTIPLIER FOR TWO RAILS (METERS) (Kg/m) MULTIPLIER FOR TWO RAILS
6
8
10
12
224
169
108
75
0.0015
0.0047
0.0115
0.0238
AREA=0.93 in^2
Sx=1.11 in^3
Ix=1.96 in^4
1.8
2.4
3.0
3.7
333
252
161
112
0.025
0.080
0.196
0.406
AREA=5.99 cm^2
Sx=18.1 cm^3
Ix=81.7 cm^4
WHEN CABLE TRAYS ARE USED IN CONTINUOUS SPANS, THE DEFLECTION OF THE CABLE TRAY IS REDUCED BY AS
MUCH AS 50%.
DESIGN FACTORS: Ix = MOMENT OF INERTIA, Sx = SECTION MODULUS.
NOTE: VALUES ARE BASED ON SIMPLE BEAM TESTS PER NEMA VE-1 ON 36" WIDE CABLE TRAY WITH RUNGS SPACE ON 12"
CENTERS. THE PUBLISHED LOAD SAFETY FACTOR IS 1.5. TO CONVERT 1.5 SAFETY FACTOR TO 2.0, MULTIPLY THE PUBLISHED
LOAD BY 0.75. TO OBTAIN MID-SPAN DEFLECTION, MULTIPLY A LOAD BY THE DEFLECTION MULTIPLIER. CABLE TRAY MUST BE
SUPPORTED ON SPANS SHORTER THAN OR EQUAL TO THE LENGTH OF THE TRAY.
THIS DRAWING AND/OR THE TECHNICAL INFORMATION CONTAINED HEREON IS THE PROPERTY OF COOPER B-LINE, INC. ("B-LINE"), AND IS ISSUED IN CONFIDENCE FOR B-LINE ENGINEERING PURPOSES ONLY AND MAY NOT BE REPRODUCED OR USED FOR ANY PURPOSE WHATSOEVER
WITHOUT THE EXPRESS WRITTEN PERMISSION OF B-LINE TO THE USER. THIS DRAWING AND/OR TECHNICAL INFORMATION IS THE PROPERTY OF B-LINE AND IS LOANED FOR MUTUAL ASSISTANCE, TO BE RETURNED WHEN ITS' INTENDED PURPOSE HAS BEEN SERVED.
TITLE:
509 W. Monroe Street
Highland, IL 62249
Phone (618) 654-2184
FAX (618) 654-5499
www.cooperbline.com
SUBMITTAL DRAWING
SUBMITTAL NO:
REFERENCE DWG(S):
00019081
S00019081A
4" REDI - RAIL CABLE TRAY
STRAIGHT SECTION
DRAWN BY:
LT PSR
DATE:
MODEL SOURCE FILE:
EQUIPMENT FURNISHED HAS BEEN FABRICATED IN ACCORDANCE WITH THIS DRAWING.
00019081
REV:
00
SHEET:
REV.
A
03/02/12
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