SUBMITTAL
Ortega Industrial Contractors
6415 GREENLAND RD
JACKSONVILLE, FL 32258-2495
Phone: (904) 268-2181
Fax: (904) 260-5181
NO:
16130001
DATE: 07/03/14
PAGE: 1 of 1
SPEC:
16130 - Conduits
START:
FINISH:
07/03/14
PACKAGE:
Normal
COPIES:
4
JOB:
GRU DEWATERING PROJECT (#1402)
3901 SW 63RD BLVD
GAINESVILLE, FL 32608
CO#:
TRACK #:
N/A
N/A
PRIORITY:
STATUS:
Normal
Open
PREPARED BY:
SENT TO:
CH2M HILL
3011 SW WILLISTON RD
GAINESVILLE, FL 32608
TIM PTAK
COGBURN BROS. ELECTRIC, INC.
3300 FAYE RD
JACKSONVILLE, FL 32262-2329
ITEM #
DESCRIPTION
PRIORITY
STATUS
00001
Conduits
Normal
Open
USER FIELDS:
 Approved
 Approved/N
 Amend/Re-Submit
 Rejected
This material has been “Approved” for
Submission to CH2MHILL for review covering
GRU Dewatering Project.
Ortega Industrial Contractors, Inc.
BY: John Kaschak, VP Field Operations
DATE: 7/3/2014
Cogburn Bros., Inc.
3300 Faye Rd.
Jacksonville, FL 32226
Office: 904-358-7344
Fax: 904-358-2805
LEITER OF SUBMITTAL
TO:
Ortega Industrial
6415 Greenland Road
Jacksonville, FL 32258
SUBMITTAL#
DATE:
June-14
ICogburn # C1426
Attn: John Kaschak
RE:
Kanapaha WRF
C1426-16130-001: Conduit
Enclosed are the following shop drawings and/or data for your approval
Spec No.
16130 2.01 A
16130 2.01 B
16130 2.01 c
16130 2.01 D
16130 2.01 E
16130 2.01 F
16130 2.01 H
16130 2.02 A
16130 2.02 B
16130 2.02 c
16130 2.02 D
16130 2.02 E
16130 2.02 F
16130 2.03 B
16130 2.10
16130 2.11 A 1
16130 2.11 B 2
Notes:
Description
Rigid Stainless Steel
EMT
Rigid Aluminum
PVC Schedule 40
PVC Schedule 80
PVC Tubing (EB)
Type UA Sealtite
Stainless Steel Fitting
EMT Fittings
Aluminum Fittings
PVC Fittings
PVC Aluminum
Sealtite Fittings
Cast Aluminum FS Boxes
Precast Handholes
Duct Bank Spacers
Red Detectable Warning Tape
Tab
Made in America Plus
Stainless Steel Application Data
Stainless Steel Rigid Conduit is recommended for highly corrosive environments and is often used in conjunction with
Rigid Aluminum Conduit as a cost effective solution for the most demanding applications.
Typical Applications
•
Chemical Plants
• Extraction & Refining
• Food Processing
• Marine & Coastal
• Petrochemical Facilities
• Pharmaceutical Facilities
• Pulp & Paper Mills
Stainless Steel Specification Data
Material:
Products:
Standards:
UL File#:
304 & 316 Stainless Steel- All Products are polished to a bright finish
Conduit- Standard NPT Threads, Includes One Coupling per Length
Couplings- Standard NPS Straight Threads
Elbows- Standard NPT Threads, Color Coded Thread Protectors on Both Ends
UL 6A "Standard for Electrical Rigid Metal Conduit- Aluminum, Red Brass, and Stainless Steel
ANSI C80.1
CSA Standard C22.2 no 45.2-08
File# E337297
Stainless Steel Rigid Conduit Data
Approx Wt Per
100 Feet (30.5M)
kg
Metric
lb
16
82.0
37.2
21
109.0
49.4
73.0
27
161.0
35
218.0
98.9
41
263.0
119.3
158.8
53
350.0
253.6
63
559.0
329.8
78
727.0
103
1008.0
457.2
129
1461.0
662.7
155
1897.0
860.5
Trade Size
u.s.
1/2
3/4
1
1-1/4
1-1/2
2
2-1/2
3
4
5
6
•
I
Nominal Outside
Diameter
in
mm
0.840
21.3
1.050
26.7
1.315
33.4
1.660
42.2
48.3
1.900
2.375
60.3
73.0
2.875
3.500
88.9
4.500
114.3
5.563
141.3
6.625
168.3
••
Nominal Wall
in
0.104
0.107
0.126
0.133
0.138
0.146
0.193
0.205
0.225
0.245
0.266
mm
2.64
2.72
3.20
3.38
3.51
3.71
4.90
5.21
5.72
6.22
6.76
Length without
Coupling
ft
mm
9' 11-1/4"
3030
9' 11-1/4"
3030
9' 11"
3025
9' 11"
3025
9' 11"
3025
9' 11"
3025
9' 10-1/2"
3010
9' 10-1/2"
3010
9' 10-1/4"
3005
9' 10"
2995
9' 10"
2995
Part Number
Type 304
1-012-3045
1-034-3045
1-100-3045
1-114-3045
1-112-3045
1-200-3045
1-212-3045
1-300-3045
1-400-3045
1-500-3045
1-600-3045
Type 316
1-012-3165
1-034-3165
1-100-3165
1-114-3165
1-112-3165
1-200-3165
1-212-3165
1-300-3165
1-400-3165
1-500-3165
1-600-3165
I
'·
~
Stainless Steel Coupling Data
Trade Size
u.s.
1/2
3/4
1
1-1/4
1-1/2
2
2-1/Z
3
4
5
6
Metric
16
21
27
35
41
53
63
78
103
129
155
Approx Wt Per
10 Pieces
kg
lb
1.7
0.8
1.2
2.6
3.4
1.5
2.3
5.1
6.1
2.8
9.0
4.1
19.3
8.8
26.0
11.8
39.7
18.0
86.6
39.3
100.0
45.4
Nominal Outside
Diameter
mm
in
1.080
27.4
33.8
1.330
1.560
39.6
49.5
1.950
2.220
56.4
69.8
2.750
3.280
83.3
100.8
3.940
5.000
127.0
6.300
160.0
187.7
7.390
length
in
1.56
1.62
2.00
2.06
2.06
2.12
3.12
3.25
3.50
3.75
4.00
Part Number
mm
39.6
41.1
50.8
52.3
52.3
53.8
79.2
82.6
88.9
95.3
101.6
Type 304
2-012-3045
2-034-3045
2-100-3045
2-114-3045
2-112-3045
2-200-3045
2-212-3045
2-300-3045
2-400-3045
2-500-3045
2-600-3045
Type 316
2-012-3165
2-034-3165
2-100-3165
2-114-3165
2-112-3165
2-200-3165
2-212-3165
2-300-3165
2-400-3165
2-500-3165
2-600-3165
Stainless Steel Elbow Data- 90 Degree Standard Radius
Trade Size
u.s.
1/Z
3/4
1
1-1/4
1-1/2
2
2-1/2
3
4
5
6
Metric
16
21
27
35
41
53
63
78
103
129
155
Approx Wt Per
10 Pieces
kg
lb
7.3
3.3
10.6
4.8
9.0
19.8
30.9
14.0
43.0
19.5
70.0
31.8
128.1
58.1
204.5
92.7
331.3
150.3
754.9
342.4
1154.0
523.4
Nominal Dimensions
B
mm
mm
in
101.6
6.50
165.1
114.3
184.2
7.25
146.1
8.38
212.7
184.2
10.25
260.6
209.6
301.6
11.88
241.3
355.6
14.00
266.7
400.1
15.75
330.2
476.3
18.75
406.4
23.00
584.2
914.4
609.6
36.00
762.0
42.50
1079.5
A
in
4.00
4.50
5.75
7.25
8.25
9.50
10.50
13.00
16.00
24.00
30.00
Part Number
c
in
2.50
2.75
2.88
3.00
3.63
4.50
5.25
5.75
7.00
11.00
12.50
mm
63.5
69.9
73.0
76.2
92.1
114.3
133.4
146.1
177.8
279.4
317.5
Type 304
3-012-3045
3-034-3045
3-100-3045
3-114-3045
3-112-3045
3-200-3045
3-212-3045
3-300-3045
3-400-3045
3-500-3045
3-600-3045
Type 316
3-012-3165
3-034-3165
3-100-3165
3-114-3165
3-112-3165
3-200-3165
3-212-3165
3-300-3165
3-400-3165
3-500-3165
3-600-3165
NEMRA:.·'
. · ·. ·~
.
.
'
.
;
.
Where to Buy
.
Patriot
ALU~1INU~1
PRODUCTS
Made in America Plus
Call434-510-1776 or visit
www.patriotaluminum.com
for your loca I Representative
Patriot Aluminum Products, LLC
Factory Address:
205 Ferncliff Drive
Louisa VA 23093
Phone:
434-510-1776
434-510-177 6
Fax:
Website:
www.patriotaluminum.com
© Copyright 2014 Patriot Aluminum Products, LLC All Rights Reserved
QUALITY_}__EASY-TO-INSTALL ELECTRICAL
METALLIC TUBING
MAf-.JtJFACTURED FOR LONG UFE
Allied EMT is precision manufactured
from high grade mild strip steel for exceptional durability and long-lasting life.
Allied EMT is hot galvanized using
Allied's patented in-line Flo-Coat®
process. This process combines zinc,
chromate, and a clear organic polymer
top-coat to form a triple layer of protection against corrosion and abrasion.
Allied EMT provides radiation
protection and magnetic shielding,
while its uniform wall thickness
provides resistance to physical
damage from impact or crushing.
INSTALLS QUICKLY AND EASILY
Allied EMT's quality steel combines
damage resistant strength with
ductility to provide easy bending,
cutting and joining to prevent waste of
time and material. It resists flattening,
kinking or splitting, resulting in faster
and easier installations.
Allied EMT provides smooth
continuous raceways for fast wirepulling. The interior wall of Allied EMT
is protected with a specially
formulated corrosion resistant
lubricating coating for easier fishing
and wire-pulling. No need to worry
about damage to the conduit system
even when pulling through multiple goo
bends.
FULL CODES AND STANDARDS
COMPLIANCE
Allied EMT is U.L. listed and
recognized by the National Electrical
Code. It meets the Underwriters
Laboratories' Standard for EMT, U.L.
797. Allied EMT is also manufactured
to meet the requirements of ANSI
C80.3. Federal Specifications now use
U.L. 797 and ANSI C80.3 in lieu of
WWC 563. Recognized as an
equipment grounding conductor (NEC
Article 250-91 b).
KW!K~FIT
EMTw. A NEW
FROM THE
CONDUIT LEADER
~NNOVATION
Allied's Kwik-Fit EMT has an integral
steel set-screw coupling formed on
one end of each length of EMT.
Specifying U.L. listed Kwik-Fit EMT
ensures an all steel system-both
conduit and coupling-for excellent
strength and ground return, as well as
economy. Contact Allied for detailed
specifications on Kwik-Fit EMT.
Available in trade sizes 2 - 4.
Installation of EMT shall be in
accordance with the National
Electrical Code and U.L. General
Information Card #FJMX.
Master bundles conform to NEMA
Standard RN2.
SPECIFICAT~ON
following: Electrical Metallic Tubing
shall be equal to that manufactured by
Allied Tube & Conduit Corporation.
EMT shall be hot galvanized steel
O.D. with an organic corrosion
resistant I.D. coating and shall be
produced in accordance with U.L.
Safety Standard #797 and ANSI
C80.3 and shall be listed by a
nationally recognized testing
laboratory with follow-up service.
Where Kwik-Fit EMT is used it shall
also meet U.L. Safety Standard #514B. It is noted that these U.L. and ANSI
standards have been adopted by the
federal government and separate
military specifications no longer exist.
DATA
To specify Allied EMT, include the
Weights and Dimensions for Electrical Metallic Tubing
Trade
Size
Designator
U.S. Metric
16
1/2
21
3/4
1
27
35
1-1/4
41
1-1/2
53
2
2-1/2
63
78
3
91
3-1/2
103
4
Approx. Wt.
Per 100Ft.
(30.5M)
kg
lb.
13.6
30
20.9
46
30.4
67
45.8
101
52.6
116
148
67.1
98.0
216
263 119.3
349 158.3
393 178.2
Nominal
Outside
Diameter1
in.
mm
0.706 17.9
0.922 23.4
1.163 29.5
1.510 38.4
1.740 44.2
2.197 55.8
2.875 73.0
3.500 88.9
4.000 101.6
4.500 114.3
Nominal
Wall
Thickness
mm
in.
0.042 1.07
0.049 1.25
0.057 1.45
0.065 1.65
0.065 1.65
0.065 1.65
0.072 1.83
0.072 1.83
0.083 2.11
0.083 2.11
Quantity
In Primary
Bundle
ft.
m
100
30.5
30.5
100
100
30.5
15.2
50
15.2
50
-
-
Master Bundles
Quantity
mm
ft.
7000
5000
3000
2000
1500
1200
610
510
370
300
2135.0
1525.0
915.0
610.0
457.5
366.0
186.1
155.6
112.9
91.5
1Outside diameter tolerances: +1- .005 in. (.13mm) for trade sizes 1/2" (16mm) through 2" (53mm); +1- .010 in. (.25mm) for
trade sizes 2-1/2 (63mm) +1- .015 in. (.38mm) for trade size 3" (78mm) +1- .020 in. (.51 mm) for trade sizes 3-1/2 (91 mm)
and 4" (1 03mm).
~\\ed Tll!J~
NOTE: Length = 10 ft. (3.05m) with a tolerance of t .25" (6.35 mm).
Approx. Wt.
kg
lb.
2100
952.4
2300 1043.1
2010
911.6
2020
916.1
1740
789.1
1776
805.4
597.7
1318
1341
608.2
585.5
1291
1179
534.7
~10-'L
~
~~~
© Allied Tube & Conduit
.t-so 9oo'J..
Volume
cu ft.
cum
28.7
0.81
35.6
1.01
33.7
0.95
35.0
0.99
0.97
34.2
46.7
1.32
41.5
1.18
48.9
1.38
48.6
1.38
1.37
48.3
Qiallied
TUBE & CONDUIT
ELECTRICAL
16100 South Lathrop Ave
Harvey. Illinois 60426
(708) 339-1610
A
f:qC:O
INTERNATIONAL LTD. COMPANY
June 1, 2012
Manufacturer 1s Certification
Patriot's Rigid Metal Conduit- Aluminum
This certification applies to Rigid Metal Conduit- Aluminum that has been manufactured in
the United States, at Patriot Aluminum Products, LLC located in Earlysville, VA.
It is hereby certified that the above referenced product:
1.
2.
3.
4.
5.
6.
7.
Meets the provisions of the Buy American Act
Meets the provisions of the American Recovery and Reinvestment Act (ARRA}
Meets or exceeds the UL 6A Standard For Electrical Rigid Metal Conduit- Aluminum,
Bronze, and Stainless Steel requirements and are listed with the Underwriters
Laboratories, File# E337297
Meets or exceeds the American National Standard Institute (ANSI} C80.5 Standard
Meets or exceeds Federal Specification WW-C-540c
Meets or exceeds ASTM Specification B221
Meets or exceeds CSA Standard C22.2 No. 45.2
Under penalty of perjury, I declare that I have examined this certification statement, and to
the best of my knowledge and belief, the facts presented are true, correct and complete.
All the best,
Tom Click
President & CEO
Patriot Aluminum Products, LLC
tom.click@patriotaluminum.com
Cell - 434-825-2652
June 1, 2012
Specification Notes
Rigid Metal Conduit- Aluminum
Architects desiring to specify Rigid Metal Conduit- Aluminum from Patriot Aluminum Products
should include the following description:
Electrical conductors shall be enclosed in Patriot Aluminum Products' Rigid Metal ConduitAluminum in accordance with the National Electrical Code (NEC). Rigid Metal ConduitAluminum shall be 6063 Aluminum, manufactured and produced to the following
specifications:
•
ANSI- American National Standard for Electrical Rigid Aluminum Conduit (ERAC)
AN,SI, C80.5
• UL Standard for Electrical Rigid Metal Conduit- Aluminum, UL 6A, File# E337297
• National Electric Code, 2008 Article 344
• 2008 NEC Section 250.118(2} recognizes Rigid Metal Conduit as an equipment
grounding conductor
• Federal Specification WW-C-540C
• All Trade Sizes (1/2"- 6"} shall be manufactured and produced in the United States
of America, including:
• The Shells
• The Couplings
• The Thread Protecting Caps
• The UL Labels
• All Trade Sizes (1/2"- 6"} shall be processed using a Threading Lubricant which is:
• Manufactured from Renewable Raw Materials, and contains no phenolics,
nitrites, glycol ethers, DEA, formaldehyde, chlorine or silicone
Please email or call Tom Click with any technical questions.
All the best,
Patriot Aluminum Products, LLC
tom.click@patriotaluminum.com
Cell - 434-825-2652
Page 8
Product Specifications
Conduit Data
Approx Wt Per
100 Feet (30.5M)
kg
u.s. Metric lb
28.1
12.7
16
1/2
21
37.4
17.0
3/4
1
27
54.5
24.7
71.6
32.5
1-1/4
35
88.7
41
40.2
1-1/2
118.5
53.8
2
53
85.0
187.5
2-1/2
63
246.3
111.7
3
78
295.6
3-1/2
91
134.1
350.2
103
155.8
4
478.9
217.2
5
129
6
155
630.4
285.9
Trade Size
Nominal Outside
Diameter
in
mm
0.840
21.3
1.050
26.7
1.315
33.4
1.660
42.2
48.3
1.900
60.3
2.375
2.875
73.0
3.500
88.9
4.000
101.6
4.500
114.3
141.3
5.563
6.625
168.3
Nominal Wall
in
0.104
0.107
0.126
0.133
0.138
0.146
0.193
0.205
0.215
0.225
0.245
0.266
mm
2.64
2.72
3.20
3.38
3.51
3.71
4.90
5.21
5.46
5.72
6.22
6.76
Master Bundle
ft
2500
2500
2000
1000
1000
450
300
200
zoo
200
80
60
m
762.5
762.5
610.0
304.8
304.8
137.2
91.5
61.0
61.0
61.0
23.4
18.3
lb
702.5
935.0
1090.0
716.0
887.0
533.3
562.5
492.6
591.2
700.4
383.1
378.2
Part Number
kg
317.5
425.0
494.0
325.0
402.0
242.1
255.0
223.4
268.2
311.6
173.8
171.5
Coupling Data
Trade Size
u.s.
1/2
3/4
1
1-1/4
1-1/2
2
2-1/2
3
3-1/2
4
5
6
Metric
16
21
27
35
41
53
63
78
91
103
129
155
Approx Wt Per
100 Pieces
kg
lb
6.1
2.8
9.1
4.1
12.5
5.7
18.9
8.6
23.3
10.6
34.6
15.7
68.3
31.0
91.4
41.5
108.0
49.0
142.0
64.4
109.7
241.9
321.0
145.6
Nominal Outside
Diameter
in
mm
1.080
27.4
1.330
33.8
1.560
39.6
1.950
49.5
2.220
56.4
2.750
69.8
3.280
83.3
3.940
100.8
4.440
112.8
5.000
127.0
6.300
160.0
7.390
187.7
Length
in
1.56
1.62
2.00
2.06
2.06
2.12
3.12
3.25
3.37
3.50
3.75
4.00
mm
39.6
41.1
50.8
52.3
52.3
53.8
79.2
82.6
85.6
88.9
95.3
101.6
Standard
Package Part Number
Pieces
100
2-012
2-034
50
2-100
so
2-114
so
2-112
so
2-200
so
25
2-212
25
2-300
2-312
10
10
2-400
2-500
5
2-600
5
Elbow Data
Trade Size
u.s.
1/2
3/4
1
1-1/4
1-1/2
2
2-1/2
3
3-1/2
4
5
6
Metric
16
21
27
35
41
53
63
78
91
103
129
155
Approx Wt Per
100 Pieces
lb
29.0
43.0
71.0
110.0
153.0
249.0
437.0
767.0
1036.0
1228.0
2490.0
3850.0
kg
13.2
14.5
32.2
49.9
69.4
112.9
198.2
347.9
469.9
557.0
1129.5
1746.3
A
in
4.00
4.50
5.75
7.25
8.25
9.50
10.50
13.00
15.00
16.00
24.00
30.00
Patriot
ALUl\1INlJM PRODUCTS
mm
101.6
114.3
146.1
184.2
209.6
241.3
266.7
330.2
381.0
406.4
609.6
762.0
Nominal Dimensions
B
in
mm
165.1
6.50
184.2
7.25
8.38
212.7
10.25
260.6
11.88
301.6
14.00
355.6
15.75
400.1
18.75
476.3
21.75
552.5
23.00
584.2
36.00
914.4
42.50
1079.5
c
in
2.50
2.75
2.88
3.00
3.63
4.50
5.25
5.75
6.75
7.00
11.00
12.50
Part Number
mm
63.5
69.9
73.0
76.2
92.1
114.3
133.4
146.1
171.5
177.8
279.4
317.5
3-012-905
3-034-905
3-100-905
3-114-905
3-112-905
3-200-905
3-212-905
3-300-905
3-312-905
3-400-905
3-500-905
3-600-905
1-012
1-034
1-100
1-114
1-112
1-200
1-212
1-300
1-312
1-400
1-500
1-600
Product Specifications
Specification Data
UL File#:
Alloy:
Standards:
File# E337297
6063 Aluminum with Copper Content <=0.10%
UL 6A {/Standard for Electrical Rigid Metal Conduit- Aluminum, Red Brass, and Stainless Steel
ANSI C80.5 (Replaces Federal Specification WWC-540C}
ASTM Specification B221
CSA Standard C22.2 No. 45.2
Conduit Weight Chart
FEET
100
200
300
400
500
600
700
800
900
1,000
1,100
1,200
1,300
1,400
1,500
1,600
1,700
1,800
1,900
2,000
1/2"
28.1
56.2
84.3
112.4
140.5
168.6
196.7
224.8
252.9
281.0
309.1
337.2
365.3
393.4
421.5
449.6
477.7
505.8
533.9
582.0
3/4"
37.4
74.8
112.2
149.6
187.0
224.4
261.8
299.2
336.6
374.0
411.4
448.8
486.2
523.6
561.0
598.4
635.8
673.2
710.6
748.0
1"
54.5
109.0
163.5
218.0
272.5
327.0
381.5
436.0
490.5
545.0
599.5
654.0
708.5
763.0
817.5
872.0
926.5
981.0
1,035.5
1,090.0
1-1/4"
71.6
143.2
214.8
286.4
358.0
429.6
501.2
572.8
644.4
716.0
787.6
859.2
930.8
1,002.4
1,074.0
1,145.6
1,217.2
1,288.8
1,360.4
1,432.0
1-1/2"
88.7
177.4
266.1
354.8
443.5
532.2
620.9
709.6
798.3
887.0
975.7
1,064.4
1,153.1
1,241.8
1,330.5
1,419.2
1,507.9
1,596.0
1,685.3
1,774.0
2"
118.5
237.0
355.5
474.0
592.5
711.0
829.5
948.0
1,066.5
1,185.0
1,303.5
1,422.0
1,540.5
1,659.0
1,777.5
1,896.0
2,014.5
2,133.0
2,251.5
2,370.0
2-1/2"
187.5
375.0
562.5
750.0
937.5
1,125.0
1,312.5
1,500.0
1,687.5
1,875.0
2,062.5
2,250.0
2,437.5
2,625.0
2,812.5
3,000.0
3,187.5
3,375.0
3,562.5
3,750.0
3"
246.3
492.5
738.9
985.2
1,231.5
1,477.8
1,724.1
1,970.4
2,216.7
2,463.0
2,709.3
2,955.6
3,201.9
3,448.2
3,694.5
3,940.8
4,187.1
4,433.4
4,679.7
4,926.0
3-1/2"
295.6
591.2
886.8
1,182.4
1,478.0
1,773.6
2,069.2
2,364.8
2,660.4
2,956.0
3,251.6
3,547.2
3,842.8
4,138.4
4,434.0
4,729.6
5,025.2
5,320.8
5,616.4
5,912.0
4"
350.2
700.4
1,050.6
1,400.8
1,751.0
2,101.2
2,451.4
2,801.6
3,151.8
3,502.0
3,852.2
4,202.4
4,552.6
4,902.8
5,253.0
5,603.2
5,953.4
6,303.6
6,653.8
7,004.0
5"
478.9
957.8
1,436.7
1,915.6
2,394.5
2,873.4
3,352.3
3,831.3
4,310.1
4,789.0
5,267.9
5,746.8
6,225.7
6,704.6
7,183.5
7,662.4
8,141.3
8,620.2
9,099.1
9,578.0
6"
630.4
1,260.8
1,891.2
2,521.6
3,152.0
3,782.4
4,412.8
5,043.2
5,673.6
6,304.0
6,934.4
7,564.8
8,195.2
8,825.6
9,456.0
10,086.4
10,716.8
11,347.2
11,977.6
12,608.0
Typical Installation Practices
Cutting"' A hacksaw may be used to cut trade sizes Yz" thru 1 }{;''. Power cut-off tools are recommended for
larger sizes.
Bending"' Standard EMT Benders (one size larger than the size being bent) may be used for trade sizes ')12'' thru
1". Conventional Bending equipment is recommended for larger sizes.
Threading"' Sharp dies and conventional cutting oil are recommended. Contact Customer Service for a list of
recommended {/Aluminum-Specific" Cutting lubricants.
Fittings"' Aluminum fittings are recommended, however galvanized fittings may be used for most installations.
Fishing & Wire Pulling"' For trade sizes ')12'' thru 1 W', and on runs <100 feet, polyethylene fish tapes or
speedometer type steel cables may be used. Avoid the use of flat steel tapes. For trade sizes 2" and above,
and on runs >100 feet, polypropylene rope is recommended.
Soil or Concrete Installation"' UL's Electrical Construction Equipment Directory (UL Green Book) states that
supplementary corrosion protection is required for aluminum conduit used in concrete or in contact with soil.
Supplementary protection examples include paints (bitumastic) or wraps approved for the purpose, or PVC
coated aluminum conduit.
Page 10
•
•
•
•
•
•
•
•
ETL Listed to UL651 in compliance with the NEC
Heavy Wall EPC
Listed for underground applications encased in concrete or direct burial.
Also for use in exposed or concealed applications aboveground.
Sunlight resistant
Rated for use with gooc conductors
Superior weathering characteristics
Made in USA
*With Integral Bell
Notes:
1. Rigid nonmetallic conduit is normally supplied in standard 10' lengths, with one belled end per length. For specific
requirements, it may be produced in lengths shorter or longer than 10', with or without belled ends
2. Special conduit sizes will be quoted on request.
3. DON'T FORGET TO ORDER CEMENT.
4. Use RNC Fittings with Schedule 40 and Schedule 80 Conduit
5. Prime Conduit reserves the right to ship to the nearest unitized quantity.
23240 Chagrin Blvd Suite 405 • Cleveland, OH 44122 • 216-464-3400 • www.primeconduit.com
2
•
•
•
•
•
•
•
•
ETL Listed to UL651 in compliance to the NEC
Extra Heavy Wall EPC-80
Listed for use in aboveground and belowground applications
including areas subject to physical damage.
Sunlight resistant
Rated for use with 90°C conductors
Superior weathering characteristics
Identified for use in areas subject to physical damage in accordance to 352. 12(C)
Made in the USA
*With Integral Bell
Notes:
1. Rigid nonmetallic conduit is normally supplied in standard 10' lengths, with one belled end per length. For specific
requirements, it may be produced in lengths shorter or longer than 10', with or without belled ends
2. Special conduit sizes will be quoted on request.
3. DON'T FORGET TO ORDER CEMENT.
4. Use RNC Fittings with Schedule 40 and 80 Conduit
5. Prime Conduit reserves the right to ship to the nearest unitized quantity.
23240 Chagrin Blvd Suite 405 • Cleveland, OH 44122 • 216-464-3400 • www.primeconduit.com
3
~us
Sales Information:
•
ETL Listed to UL 651 in compliance with the NEC.
•
Meets NEMA TC3- Polyvinyl Chloride (PVC) Fittings for
Use with Rigid PVC Conduit and Tubing.
•
Not all configurations are stocked.
•
Elbows 72" and larger may be shipped in segments.
•
Contact you local Rep for more information.
•
Consult factory for additional sizes/configurations.
11-1/4°
1"'-l~-~
Elbow
Dimensional Information:
•
Dimensions are nominal.
•
Average outer diameter per UL651, Table 4.1
•
Minimum standard radius per UL 651, Table 4.10
•
Minimum tangent length per UL651, Table 4.10
See part
number list on
the special
radius elbow
pages.
*See
calculation
below.
*Arc Length "D" =[2 *Radius]* n * [Angle/360]
Example: Arc LengthuA3Ao = [2*4] * 3.14 * [11.25/360] = 0.79"
23240 Chagrin Blvd Suite 405 • Cleveland, OH 44122 • 216-464-3400 • www.primeconduit.com
5
&C®Duct
Prime Conduit nonmetallic P&C Duct Type EB is manufactured from Prime Conduit's exclusive high modulus PVC
compound, developed especially for power and communications applications, and is designed for use in concrete
encased installations. Type EB is rated for 90°C Cable.
"'''"'':
1
::?(.
-~/'4?,'"'
'
,
I RUS Accepted I
~
ETL Listed
to UL 651A in
compliance
to the NEC
P&C Duct Type EB-20
Meets NEMA Standard TC-6 & 8
EB-20/ASTM F-512
~w"Aff.JV~,~~
P&C DUCT 'fYP£ E8
J
*Min. wall thickness relates to 500,000 modulus
Note: One belled end per 10' and 20' length
P&C Duct Type EB-35 Heavy Wall
Meets NEMA Standard TC-6 & 8
EB-35/ASTM F-512
*Min. wall thickness relates to 500,000 modulus
**Special order item
Note: One belled end per 10' and 20' length
Use DB Sweeps with EB Duct.
www. prime conduit. com
3
Construction
• Constructed of continuously lntertocked hot dipped
zinc galvanized steel core for exceptional crush and
corrosion resistance.
• Durable, sunlight resistant and flame retardant
thermoplastic PVC jacket that resists heat, oil and
chemical breakdown.
• Convenient markings in feet for easy measurement
Square-Locked Design with Integral bonding wire 3fS" through
M/4~
~nstallation
• Conduit used with standard liquid~tight connector
for easy installation. IP 67 Rated when installed with
approved connectors.
• Approved for both exposed and concea.led locations.
Rated for temperature ranges -4°F to + 140°F (··20°C
to +60°C).
• Approved as an equipment grounding conductor in
sizes 3/8" through 1-1/.4/' if the total grounding path is 6
ft. or less and the circuit conductors are protected by
over 20 amps for 31811 and 112" and 60 amps or less for
314" through 1-1/411•
• Suitable for use in hazardous locations per NE.C
Articles 501 Class I Div. 2, Article 502 Class II
Div. 1 & 2, Article 503 Class III Div. 1 & 2.
• Manufactured in a full range of trade siz.es from 318M
through 4".
• Approved for direct burial and in concrete trade sizes
3/8,' through 4;1•
• Complies with Ut Standard 360 File No. E.18917; CSA
C22.2 File No. 158897; and NEC Article 350.
U.L LISTED® • CSA CERTIFIED
tnteriocket:l Design 1-11:2"' througl14" 'With no bcmding Wlre
•
•
"
•
•
•
•
•
Article 250.118 Equipment Grounding
Article 300.22 Air Plenum
Article 350 Liquid-Tight Flexible Metal Conduit (LFMC)
Article 501.10 (B) (2) Class f Div. 2
Article 502.10 (A) (2) and (B) (2) Class n Div. 1 & 2
Article 503.1 0 (A) and (B) Class HI Div. 1 & 2
Article 620.21 Elevator Wiring Methods
Article 645.5 (D) (2) Information Technology Equipment
wvvHwf.com
www.nfpa.org
\tV\41\<\t:nema. org
www.csa.-intemational.org
wv>"w.naed.org
~Vl.wt.anametelectrfcal.com
o. •
RoHS WEEE COMPLIANT
Type UA
Gray or Black thermoplastic PVC jacket wi.th integral
bonding wire 3/811 through 1-1/411
Product S ecitications
Approx
Inside
Electrical
Trade Size
Inches
Outside Diameter
Jnside Diameter
Bend
Radius
Approx
Weight
lbs.
Standard Reels
mm
3/B
12
.484-.504
t4AED
PIN
Length
feet
Len th
Feat
PIN
34201
BOO
1500
34203
.···?4~13
34229
1~
iff' . ' . ~$~;.:;.•;§42.
:~2:11
3/4
.820- .840
34221
500
<4.®i
1.380-1.410
··~~~i
34241
2.020-2.045
~~51
34261
: ·.1•··. ·
1-114
1~1/?
2
2~11?
3
.~1/2
4
~tqU.-+1·;~
:
. ·1,$~~r;1:®t)
,; ~.${);.;:;?:®5'·
3.070- 3.100
s;~¢ti;~:§.to '.·•
4.000-4.040
.
;~~1:?
34281
. ·34~01
34291
. 5ijo :• '
1.®6·
1000
NAED
250
. 1!i0 '.
100
11lQ ... 34274
100
34284
ioo
3$s04
100
34294
Note: 1. Gray- Specification above.
2:. Black- Change third number in NAED code to "0".
3. Other Colors are available upon request.
TYPICAL SPECIFICATION:
Conduit shall be Anaconda SEALTITE~ Type UA. Conduit shaU provide a flexible liquid-tight rae&Nay for wiring and shall be constructed of continuously
interlocked hot dipped zinc galvanized steel core with an integral bonding wire in sizes 318" thru 1-1:14..-.. Conduit shall have a sunlight resistant and flame
retardant PVC jacket in electrical trade sizes 3/8" thru 4". Conduit shall be ULlisted, CSA certified and IP 67 rated when installed with approved end connectors.
7
Myers Hubs
9F-33
1
when installed in
accordance with the NEC.
Class I, Div. 2
Class II, Div. 1 and 2
Class Ill
'
(
CROUSE-HINDS"
HUB BASIC SCRU-TITE<"- NEMA 2, 3, 3R. 4, 4X, 11 and 12
ZINC- Optional nickel-chrome plate finish available.t
Unit
Standard Weight Lbs.
UL File No. E-27258
Size Quantity
Package
Per 100
Cat.#
ST-02
ST-03
ST-1
®
~'
1/4''
3fa"
1fz"
3f4''
25
25
25
250
250
375
8
12
20
ST-2
ST-3
ST-4
1"
1114''
25
25
10
250
250
100
32
40
60
ST-5
ST-6
ST-7
ST-8
11/z"
2"
21fz"
3"
10
10
5
2
100
60
50
30
70
90
200
250
ST-9
ST-10
ST-11
ST-12
31fz"
4"
5"
6"
12
12
8
8
300
350
600
BOO
HUB BASIC SCRU-TITE®- NEMA 2, 3, 3R, 4, 4X, 11 and 12
ALUMINUM
UL File No. E-27258
25
STA-1
375
1fz"
3f4''
25
250
STA-2
25
250
STA-3
1"
®
~·
Applications: Ideal for pharmaaceutical, chemical and food
processing, pulp/paper and nuclear industries. Resistant to a variety
of chemicals, including acetic, citric and salt water. The 0-ring is a
special "Viton (75)" and has excellent chemical resistance. Hub is
provided with a stainless steel ground nut.
GROUND HUBS- PVC COATED
ZINC- PVC COATED
11z"
STG-1PVC
3f4''
STG-2PVC
STG-3PVC
1"
5
5
5
30
30
43
5
5
3
55
73
95
STG-7PVC
STG-BPVC
STG-9PVC
21fz"
3"
31/z"
190
263
300
4"
5"
6"
350
625
750
80
100
150
4"
5"
6"
12
8
8
150
300
300
E-Z INSTALL HUB- NEMA 2, 3, 3R, 4, 4X, 11 and 12
ZINC- Optional nickel-chrome plate finish available.t
Patented #5704400
1/z"
•m~ STCHG-1
\PW~ STCHG-2
3!4''
STCHG-3
1"
STG-10PVC
STG-11PVC
STG-12PVC
GROUND HUB- NEMA 2, 3, 3R, 4, 4X, 11 and 12
ZINC- Optional nickel-chrome plate finish available.t
UL File No. E-59509
Weight
Catalog!
Unit
Std.
Lbs. Per
Number
Size
Quantity
Pkg.
100
Max. Copper
Grd. Wire Size
CSA
UL
30
50
70
STG-1
STG-2
STG-3
1/z"
1"
25
25
25
325
225
150
20
30
43
#8
#8
#8
#8
#8
#8
85
110
160
STG-4
STG-5
STG-6
1114''
11/z"
2"
10
10
10
100
90
60
55
73
95
#8
#6
#4
#8
#8
#8
STG-7
STG-8
STG-9
21fz"
3"
31/z"
35
26
12
190
263
300
#2
1/0
2/0
#6
#6
#6
4"
5"
6"
12
8
8
350
625
750
2/0
2/0
3/0
#4
#2
#1
10
14
18
#8
#8
#8
#8
#8
#8
E-Z INSTALL HUB- NEMA 2, 3, 3R, 4, 4X, 11 and 12
ALUMINUM
Patented #5704400
!il.l'&m~
Unit
Standard Weight Lbs.
\PW~ -=C-=a::.:.t...::.#_ _.......::.S=iz=e---=Q:o..::u=a:.:..:n::.:.tit""y_P:.._a:.:..:c:.:..:k=a,_ge=----P=--e:..:r_1:...:0.:.0_
1
1
20
STACHG-1
1fz"
3f4''
STACHG-2
1
1
30
STACHG-3
1
1
35
1"
11/4''
11fz"
2"
55
73
95
30
30
50
50
30
12
STACHG-4
STACHG-5
STACHG-6
11f4"
11/z"
2"
20
30
43
100
100
60
21fz"
3"
31fz"
1114''
11/z''
2"
SSTG-4
SSTG-5
SSTG-6
10
10
10
10
10
10
1114''
11/z"
2"
STA-7
STA-B
STA-9
STCHG-3
STCHG-5
STCHG-6
1/z"
3/4"
1"
STG-4PVC
STG-5PVC
STG-6PVC
11/4''
11/z"
2"
STA-10
STA-11
STA-12
®~'
SSTG-1
SSTG-2
SSTG-3
8
16
16
STA-4
STA-5
STA-6
25
10
10
STAINLESS STEEL HUB- NEMA 2, 3, 3R, 4, 4X, 11 and 12
STAINLESS STEEL- Type 316
UL File No. E-59509
Weight
Lbs. Per
Unit
Standard
Package
100
Cat.#
Size
Quantity
40
50
70
t Zinc products are available with optional Nickel-Chrome Plate Finish, add suffix "-CP". See
price list.
STG-10
STG-11
STG-12
3f4''
GROUND HUB- NEMA 2, 3, 3R, 4, 4X, 11 and 12
ALUMINUM
STAG-1
1fz"
25
375
STAG-2
3f4''
25
250
STAG-3
1"
25
250
®
~·
STAG-4
STAG-5
STAG-G
1114''
11fz"
2"
10
10
10
100
100
60
25
33
45
#8
#6
#4
#8
#8
#8
STAG-7
STAG-S
STAG-9
21fz"
3"
31fz"
5
2
50
30
12
90
125
138
#2
1/0
2/0
#6
#6
#6
12
8
8
150
325
350
2/0
3/0
3/0
#4
#2
#1
STAG-10
STAG-11
STAG-12
Copyright0 1999 Cooper Industries, Inc.
4"
5"
6"
2
April1999
(2nd Proof 4-19-99)
Stainless Steel For 8 Conduit utlet Bodies
Ideal for Use in Corrosive Environments
For corrosion resistance combined with strength, durability and ease of installation,
Type 316 stainless steel offers performance that's hard to match. T&B® Fittings
Stainless Steel Conduit Outlet Bodies are designed to safeguard your electrical
system against the corrosion that can result in costly downtime and repairs.
They offer high resistance to chemicals and extreme temperatures (-40° F to 150° F),
low maintenance and exceptional value.
Features
• Marine-grade Type 316 stainless steel construction in rugged Form 8 design
• Suitable for use in food and beverage, pharmaceutical, petrochemical, wastewater
treatment, pulp and paper processing and other corrosive environments
Tshape
• Available in body shapes LB, T, TB and the new LU® Universal Conduit Elbow
(see opposite page for details)
• Hub sizes from
w~
to 211
• Tapered (NPT) threads and integral bushings to protect wire insulation
• Ship complete with covers, gaskets and screws included
• UL Listed and CSA Certified
Application
Conduit Bodies are installed in conduit systems to:
• Connect conduit sections
• Act as pull outlets when conductors are being installed
• Provide easy access for splices in branch conductors
• Make 90° bends in conduit runs
• Act as mounting outlets for wiring devices and lighting fixtures
• Provide access to conductors for maintenance and future system changes
Specifications
Standard Material:
Bodies: Type 316 stainless steel
Covers: Cast and stamped Type
316 stainless steel with
stainless steel screws
Gaskets: Neoprene (1 05° C/221 o F)
Standard Finish:
Bodies and Covers: Polished
Listings/Compliances:
UL Standard: 514A, 514B
Fed. Spec: W-C-5860
CSA Standard: C22.2 No. 18
LB shape
Stainless teel For
8 Conduit Outlet Bodies
Each Conduit Outlet Body Ships Complete
with Gasket, Cover and Screws
18rB Fillings® Stainless Steel Eorm 8 Conduit
Outlet Bodies witH Covers
Cat.
Number
Dimensions (in.)
Hub Size
A
B
c
D
E
Cu. ln.
UPC Number
LU® Stainless Steel Form 8 Conduit Body with Cover
LB shape
LU68SST
2"
10.61
3.43
5.43
2.45
6.40
56.0
!C[,]Jl
[5!
786209-93115
LB Stainless Steel Form 8 Conduit Body with Cover
I
LB68SST
2"
11.00
4.41
3.75
3.00
8.56
88.0
.d-1
786209-93122
T Stainless Steel Form 8 Conduit Body with Cover
Tshape
T68SST
2"
12.25
3.56
5.00
3.00
8.56
88.0
786209-93167
8.56
88.0
786209-93140
TB Stainless Steel Form 8 Conduit Body with Cover
TB68SST
2"
12.25
4.25
3.75
3.00
Please ask your Thomas & Betts sales representative for a complete catalog of quality
Thomas & Betts electrical products or visit us at www.tnb.com. For customer service,
call1-800-816-7809. For technical questions, call1-888-862-3289.
© 2011 Thomas & Betts Corporation. All rights reserved. Printed in the U.S.A.
04/11/10M GM-8297
Thomas & Betts Corporation
Electrical Division
8155 T&B Boulevard
Memphis, TN 38125
901-252-5000
www.tnb.com
Thomas&Betts
Stainless Steel Pipe Straps
@
Higher degree of corrosion resistance than traditional zinc-plated
or hot-dipped galvanized straps
@
One and two-hole straps for EMT sizes Yz" through 2"
®
One and two-hole straps for Rigid and IMC size Yz" through 4"
~&
303 stainless steel
GAT. NO.
TRADE WT. PER
SIZE
100
HOLE
DIA.
STD.
PKG.
GAT. NO.
Thomas &Betts offers stainless steel pipe straps
to support and securely fasten rigid, IMC and
EMT conduit. One- and two-hole stainless steel
straps are ideal for industrial applications such
as petro-chemical plants, manufacturing plants,
pulp and paper mills, food processing, power
plants, refineries and mining operations.
Stainless steel pipe straps are also useful in
commercial applications in schools, hospitals,
office buildings, airports, casinos and stadiums.
Reduces threaded opening in conduit
bodies or any female threaded fitting!
Reducing
Washers
Threaded
Reducers
~
@
Reduce knockout
hole in outlet box!
Smooth, built-in
bushing completely
covers rough ends
of conduit
Malleable iron or
steel construction
(steel through 606,
also 614 and 615)
UL File No. E-23018
GSA File No. 2884
~
Used in pairs
~
Interlock to form a rib
that centers washers
and conduit in knockout
~
Galvanized steel
construction
TRADE WT. PER
SIZE
100
HOLE
DIA.
STD.
PKG.
~
'85
EMT FITTINGS
~
~
STEEL - COMPRESSION CONNECTORS
Applications
• For use to bond EMT conduit to a box
or enclosure
• RACO® 1/2" to 4" connectors
provide concrete-tight connections
• RACO® compression connectors are
suitable for applications above 6DOV
Product Features
• All steel construction insures mechanical protection for the raceway
• All components are zinc electro plated for corrosion protection
• UPC bar coded fittings are individually
polybagged with a preprinted UPC-A
bar code and packaged in pre-scored
tear top cartons for an attractive
presentation
Compliances
• e®ii.l - Standard 5148
- C22.2 # 18
'
'
Uninsulated Connectors
Steel
Insulated Throat Connectors
Steel
ORDERING INFORMATION
COMPRESSION CONNECTORS- STEEL
INSULATED
CATALOG NUMBER
2912
2912·8
2913
2913-8
2914
2914-8
2915
2916
2918
2960
2962
2964
2966
UN INSULATED
CATALOG NUMBER
2902
2902-8
2903
2903-8
2904
2904-8
2905
2906
2908
2940
2942
2944
2946
TRADE
SIZE
UNIT
CTN. QTY.
SHIP
CTN. QTY.
1/2"
1/2"
3/4"
3/4"
1"
1"
1-1/4"
1-1/2"
2"
2-1/2"
3"
3-1/2"
4"
50
1
25
1
25
1
5
500
25
250
20
100
10
25
20
20
-
5
1
1
1
UPC
BAR CODE
Ill IIIII
IIIII III
IIIII III
-
-
- Bfi -
EMT FITTINGS
~
STEEL • COMPRESSION COUPLINGS
Applications
• For use to couple two ends of EMT
conduit
• RACO® 1/2" to 4" couplings provide
concrete-tight connections
• RACO® compression couplings are
suitable for applications above 600V
Product Features
• All steel construction insures mechanical protection for the raceway
• All components are zinc electro plated
for corrosion protection
• UPC bar coded fittings are individually
polybagged with a preprinted UPC-A
bar code and packaged in pre-scored
tear top cartons for an attractive
presentation
Compliances
• e@U$ - Standard 5148
- C22.2 # 18
Couplings
Steel
ORDERING INFORMATION
COUPLINGS - STEEl.
CATALOG
NUMBER
TRADE
SIZE
UNIT
CTN. QTY.
SHIP
CTN. QTY.
2922
2922-8
2923
2923-8
2924
2924-8
2925
2926
2928
2950
2952
2954
2956
1/2"
1/2"
3/4"
3/4"
1"
1"
1-1/4"
1-1/2"
2"
2-1/2"
3"
3-1/2"
4"
50
1
25
1
25
1
5
500
25
250
15
100
10
25
20
20
5
1
1
1
-
-
UPC
BAR CODE
-
11111111
11111111
-
IIIII III
-
-
'
7F-2
1
Cl. I, Div. 1 & 2, Groups A,B,C,Dt
Cl. II, Div. 1, Groups E,F,G
Cl. II, Div. 2, Groups F,G
Cl.lll
Unions and Elbows
;
CROUSE-HINDS"
Application:
UNY and UNF unions are
installed in threaded thickwall
conduit systems:
• UNY- to connect conduit to a
conduit fitting, junction box or
device enclosure
• UNF- to connect conduit to
conduit, or to provide a means
for future modification of the
conduit system
UNA unions are used in conduit
and fitting installations when
entrance angle is between goo
and 180°.
EL elbows are installed in
conduit run or in box or fitting
hub:
• to change direction in threaded
rigid conduit run by goo, or when
terminating at a box or fitting
Features:
UNY, UNF and UNL unions have:
• compact design which permits
assembly with a minimum of
clearance to other adjacent
conduit and/or equipment
• strong and durable
construction
UNA unions:
• have a single clamping nut on
angle, making it both a union
and a connector
• permit conduit joints at angles
between goo and 180°
Certifications and
Compliances:
• NEC/CEC:
Class I, Division 1 & 2, Groups
A,B,C,D
Class II, Div. 1, Groups E,F,G
Class II, Division 2, Groups F,G
Class Ill
EL Vz", 3/4'', 1"
UNF, UNY Vz" -1"
UNL Vz", 314''
Class I, Division 1 & 2, Groups C,D
Class II, Division 1, Groups E,F,G
Class II, Division 2, Groups F,G
Class Ill
EL, UNF, UNL, UNYall sizes
Class I, Division 1 & 2, Group D
Class II, Division 1, Groups E,F,G
Class II, Division 2, Groups F,G
Class Ill
UNA
• UL Standard: 886
• CSA Standard: C22.2 No. 30
Standard Materials:
Standard Finishes:
• Steel - electrogalvanized with
chromate treatment
• Feraloy iron alloy, malleable
iron- electrogalvanized and
aluminum acrylic paint
1/z" • 4"
1/z". 4"
Class I, Division 1 & 2, Groups B,C,D
Class II, Division 1, Groups E,F,G
Class II, Division 2, Groups F,G
Class Ill
UNF/UNY406, -506,
-606, -706, -806,
.go5, -1005
EL elbows have a smooth interior
and are both strong and
compact.
• UNY, UNF unions- Vz" to 1"steel
• UNY, UNF unions -11/4'' to 6"Feraloj' iron alloy
• UNL, UNA unions- Feraloy
iron alloy
• EL elbows- Feraloy iron alloy
or ductile iron
UNL
5". 6"
5". 6"
UNY
UNF
Male
Female
Size
Cat.#
1/z
UNY105
1/z female to 3f4 male UNY215
3/4
1
11/4
11/4
11fz
11fz
2
2
21fz
21fz
3
3
31fz
4
5
6
UNY205
UNY305
UNY405
UNY406
UNY505
UNY506
UNY605
UNY606
UNY705
UNY706
UNY805
UNY806
UNYg05
UNY1005
UNY012
UNY014
Size
1/z to 1/z
3/4 female to Vz male
1/z female to 3f4 male
3/4 to 3/4
Cat.#
UNL105
UNL125
UNL215
UNL205
Dimensions
Options:
UNY
Size
1/z
3/4·1fz
3/4
1
11f4
11/z
2
21/z
3
31/z
4
5
6
Cat.#
UNF105
UNF215
UNF205
UNF305
UNF405
UNF406
UNF505
UNF506
UNF605
UNF606
UNF705
UNF706
UNF805
UNF806
UNFgo5
UNF1005
UNF012
UNF014
3/4 to 1/z
3/4
1
11/4
11/4
11fz
11fz
2
2
21/z
21fz
3
3
31/z
4
5
6
Length
23/s
2 7116
2 7116
2 3/4
3 3/16
3 9/16
3 3/4
4 5/s
5
51/z
5 5/s
51/4
5 3/s
UNF
Max.
Dia.
11fz
113f16
113/16
17/s
2 3/4
31/16
313f16
4 5116
51/16
511/16
63hs
8 3hs
g 5hs
Length
113f16
1314
1314
2
21/4
2 5/s
2 9116
3 3116
37/16
41/s
41/s
313f1s
313f16
Max.
Dia.
11fz
113f16
113f16
17/s
2 3/4
31f16
3 13/16
4 5/16
51/16
5 11/16
6 3/16
8 3/16
g 5f1s
125
211/16
113f16
21/16
Phs
215
27/s
113f1s
21/4
1 5/s
205
27/s
113f16
21/4
Ws
UNL
t
See compliances for classification of each
product.
Dim.
a
b
c
d
(4-19-99 2nd Proof)
Size
1/z
90° Angle
• Copper-free aluminum- add
suffix SA to Cat. No. (not
available on UNL)
April1999
Explosionproof
Dust -lgnitionproof
Copyright0 1999 Cooper Industries, Inc.
105
211f1s
117!Jz
21/16
17/16
Myers Hubs
9F-33
1
(
t $ 1
when installed in
accordance with the NEC.
Class I, Div. 2
Class II, Div. 1 and 2
Class Ill
'
CROUSE·HIND5°
HUB BASIC SCRU-TITE"'- NEMA 2, 3, 3R, 4, 4X, 11 and 12
ZINC- Optional nickel-chrome plate finish available.t
Standard Weight Lbs.
UL File No. E-27258
Unit
Cat.#
Size Quantity Package
Per 100
®
®·
ST-02
ST-03
ST-1
1f4''
3/s"
11z"
25
25
25
250
250
375
8
12
20
ST-2
ST-3
ST-4
3f4''
1"
11/4''
25
25
10
250
250
100
32
40
60
ST-5
ST-6
ST-7
ST-8
11/z"
2"
21/z"
3"
31/z"
10
10
5
2
100
60
50
30
70
90
200
250
12
12
8
8
300
350
600
800
ST-9
ST-10
ST-11
ST-12
4"
5"
6"
HUB BASIC SCRU-TITE®- NEMA 2, 3, 3R, 4, 4X, 11 and 12
ALUMINUM
UL File No. E-27258
11z"
STA-1
375
25
3f4''
STA-2
25
250
250
STA-3
25
1"
®
@·
STG-7PVC
STG-BPVC
STG-9PVC
80
100
150
4"
5"
6"
12
8
8
150
300
300
E-Z INSTALL HUB- NEMA 2, 3, 3R, 4, 4X, 11 and 12
ZINC - Optional nickel-chrome plate finish available. t
Patented #5704400
1/z"
fliihffi
STCHG-1
151111W
STCHG-2
3f4''
STCHG-3
1"
10
10
10
20
30
43
55
73
95
30
30
43
11f4"
11fz"
2"
2 1/z"
STG-10PVC
STG-11PVC
STG-12PVC
55
73
95
3"
3 1/z"
190
263
300
4"
5"
6"
350
625
750
GROUND HUB- NEMA 2, 3, 3R, 4, 4X, 11 and 12
ZINC - Optional nickel-chrome plate finish available. t
UL File No. E-59509
Weight
Catalog!
Unit
Std.
Lbs. Per
Number
Size
Pkg.
100
Quantity
Max. Copper
Grd.WireSize
GSA
UL
30
50
70
STG-1
STG-2
STG-3
1fz"
3f4''
1"
25
25
25
325
225
150
20
30
43
#8
#8
#8
#8
#8
#8
85
110
160
STG-4
STG-5
STG-6
1114''
11fz"
2"
10
10
10
100
90
60
55
73
95
#8
#6
#4
#8
#8
#8
STG-7
STG-8
STG-9
21fz"
3"
31fz"
35
26
12
190
263
300
#2
1/0
2/0
#6
#6
#6
4"
5"
6"
12
8
8
350
625
750
2/0
2/0
3/0
#4
#2
#1
10
14
18
#8
#8
#8
#8
#8
#8
100
100
60
25
33
45
#8
#6
#4
#8
#8
#8
E-Z INSTALL HUB- NEMA 2, 3, 3R, 4, 4X, 11 and 12
ALUMINUM
Patented #5704400
6m~
Unit
Standard Weight Lbs,
ll_PW- ..:.C_a_t...:.#_ _........:S..:.iz.,_e_Q..:.:.:..:u"-anc.:..t::..it,._y_P_a_c_k_a,._ge_ _ _P_er'--10:...0'-STACHG-1
1
1
20
1fz"
3f4''
STACHG-2
1
1
30
STACHG-3
1
1
35
1"
11f4"
11fz"
2"
10
10
10
GROUND HUBS- PVC COATED
ZINC- PVC COATED
STG-1PVC
1fz"
STG-2PVC
3!4''
STG-3PVC
1"
30
30
50
50
30
12
STACHG-4
STACHG-5
STACHG-6
11/4''
1112''
2"
100
100
60
21fz"
3"
3112"
1W'
1112"
2"
SSTG-4
SSTG-5
SSTG-6
STG-4PVC
STG-5PVC
STG-6PVC
STA-7
STA-B
STA-9
STCHG-3
STCHG-5
STCHG-6
1fz"
3/4"
1"
Applications: Ideal for pharmaaceutical, chemical and food
processing, pulp/paper and nuclear industries. Resistant to a variety
of chemicals, including acetic, citric and salt water. The 0-ring is a
special "Viton (75)" and has excellent chemical resistance. Hub is
provided with a stainless steel ground nut.
8
1114''
11fz"
2"
STA-10
STA-11
STA-12
®®·
SSTG-1
SSTG-2
SSTG-3
16
16
STA-4
STA-5
STA-6
25
10
10
STAINLESS STEEL HUB- NEMA 2, 3, 3R, 4, 4X, 11 and 12
STAINLESS STEEL- Type 316
UL File No. E-59509
Weight
Unit
Standard
Lbs. Per
Cat.#
Size
Quantity
Package
100
40
50
70
t Zinc products are available with optional Nickel-Chrome Plate Finish, add suffix "·CP". See
price list.
STG-10
STG-11
STG-12
GROUND HUB- NEMA 2, 3, 3R, 4, 4X, 11 and 12
ALUMINUM
STAG-1
1/z"
25
375
STAG-2
3f4''
25
250
STAG-3
1"
25
250
®
@·
STAG-4
STAG-5
STAG-6
11f4"
11fz"
2"
STAG-7
STAG-S
STAG-9
21fz"
3"
3112"
50
30
12
90
125
138
#2
1/0
2/0
#6
#6
#6
4"
5"
6"
12
8
8
150
325
350
2/0
3/0
3/0
#4
#2
#1
STAG-10
STAG-11
STAG-12
Copyright" 1999 Cooper Industries, Inc.
10
10
10
April1999
(2nd Proof 4-19-99)
9F-36 Hubs
'
1
(
CROUSE-HINDS"
r*
lP
PL.ANVIEW
PLAN VIEW
SIDE VIEW
"D" dimension indicated
maximum panel thickness
which hub will accommodate.
Minimum space from center of pipe or conduit to nearest obstruction.
1. Dimensions in black squares are centers for conduits of same size. Example: How close may 3" conduits be spaced?
Answer 41fz".
2. Dimensons in grey squares are for centers of conduits NOT of the same size. Example: What is the minimum spacing for 2" and 314''
conduit?
Read down column marked 314'' to figure opposite 2" and find dimensions is 211/Ji'.
3. Minimum spacing dimensions as shown will give approximately 1fa'' clearance between locking nuts.
April1999
(4-19-99 2nd Proof)
Copyright0 1999 Cooper Industries, Inc.
A-21
FM9TM Aluminum Unilet® Conduit Outlet Bodies,
Covers and Gaskets
For use with Rigid Steel, Rigid Aluminum and IMC.
Applications
• Serve as pulling fittings.
• Make bends in conduit system.
• Provide openings for splicing.
• Connect and change direction of
conduit runs.
• Allow connections for branch runs.
• Permit access to conductors for
maintenance.
Features: FM9 Unilet® conduit outlet
bodies
• Roomy interiors: deep body cavity
provides increased volume allowing
higher wiring capacity.
• Smooth, rounded integral bushings in
hubs protect conductor insulation.
• Accurately tapped, tapered threads
for tight, rigid joints and excellent
ground continuity.
• Completely interchangeable with
Crouse-Hinds Mark9™ bodies, gaskets
and covers. Equivalent FM9 and Mark
grM units have identical applications and
installation dimensions.
• Seven body styles available in 1/2"
to 4" sizes, TB's in 1/2" to 2" ans X's in
1/2" to1".
Features:
• Aluminum Unilets: produced from a
high-strength copper-free (4/1 0 of 1%
max.) alloy, for light weight and high
corrosion resistance.
• FM9TM FormtiteTM 9 covers with integral gasket are approved for use in wet
locations.
• Covers are domed for extra wiring
space.
• Smooth hub bushings and cover
openings protect conductor insulation.
Smooth hub openings allow easy conduit joining.
• Stainless steel pan-head cover
screws secure cover to body and provide superior screwdriver seating and
torque. Cover screws are captive to
prevent loss in sizes 1/2" to 2".
• Hub size, body style, and compliance data molded into body in large,
easy-to-read form. Also maximum wire
number/size and cubic capacity.
Effective June, 2006
Copyright 2006
LL Body with
Formtite™ 9 Integral Gasket Cover
Captive Stainless Steel
Pan-Head Cover Screws
Standard Materials
• Conduit bodies: copper-free aluminum.
• Covers: stamped copper-free aluminum
• Cover screws: stainless steel.
• Gaskets. Neoprene
~Appleton·
Standard Finishes
• Conduit bodies, covers and screws:
natural
Compliances
• UL Standard 514A.
800-621-1506
www.appletonelec.com
PAGE 21
A-22
FM9™ Aluminum Unilet® Conduit Bodies, Covers
and Gaskets
For use with Rigid Steel, Rigid Aluminum and IMC Conduit.
A leton FM9 Conduit Bodies NOTE: Refer to a e A- 23 for Wirin
c
LB
LL
LR
Hub Size
in.
1/2
C19
LB19
LL19
LR19
3/4
C29
LB29
LL29
LR29
C39
LB39
LL39
LR39
1-1/4
C49
LB49
LL49
LR49
1-1/2
C59
LB59
LL59
LR59
2
C69
LB69
LL69
LR69
2-1/2
C789
LB789
LL789
LR789
LR889
3
C889
LB889
LL889
3-1/2
C989
LB989
LL989
LR989
4
C1089
LB1089
LL1089
LR1089
T
TB
X
Hub Size
in.
1/2
T19
TB19
X19
3/4
T29
TB29
X29
1
T39
TB39
X39
1-1/4
T49
TB49
1-1/2
T59
TB59
2
T69
TB69
2-1/2
T789
3
3-1/2
T889
4
T1089
T989
Appleton FM9 Blank Covers and Gaskets and Formtite™ 9 Stamped Aluminum Cover with Integral Gasket
Covers furnished with Stainless Steel Screws
Stamped Aluminum Cover
Solid Gasket Neoprene
Formtite™ 9
FM9 Body
Size in.
1/2
190
GASK1941
190G
3/4
290
GASK1942
290G
390
GASK1943
390G
1-1/4
490
GASK1944
490G
1-1/2
590
GASK1945
590G
2
690
GASK1946
690G
2-1/2
889
GASK808N
889G
3
3-1/2
889
989
GASK808N
GASK809N
889G
989G
4
989
GASK809N
989G
Effective June, 2006
Copyright 2006
PAGE 22
~Appleton·
800-621-1506
www.appletonelec.com
A-23
FM9TM Conduit Body Dimensions
t-----M----1
'
l__~_j
r
. ! _ __ _ _ _ _ _
Type C, T, TB & X
Type LB, LL & LR
Dimensions in Inches
Hub Size
A
1/2
4.97
5.69
3/4
6.59
1
1-1/4
7.63
C, LB,
1-1/2
8.25
T, LL,
10.69
2
& LR
2-1/2
15.63
15.63
3
3-1/2
18.75
18.75
4
1/2
3/4
1
1-1/4
1-1/2
2
TB
&X
5.94
6.56
7.50
8.50
8.25
10.69
B
1.56
1.81
2.06
2.69
3.03
3.75
4.94
5.31
6.19
6.44
1.94
2.22
2.44
2.69
3.03
3.75
c
1.38
1.56
1.75
2.19
2.53
3.19
5.00
5.00
6.25
6.25
1.38
1.56
1.75
2.19
2.53
3.19
D
1.06
1.22
1.41
1.88
2.19
2.81
4.25
4.25
5.44
5.44
1.03
1.22
1.38
1.75
2.19
2.75
E
3.28
3.94
4.56
5.25
5.94
8.06
10.88
10.88
13.44
13.44
3.28
3.94
4.56
5.25
5.94
8.06
F
4.22
4.81
5.59
6.56
7.25
9.56
12.25
12.25
15.00
15.00
4.22
4.81
5.59
6.56
7.25
9.56
G
0.63
0.75
0.88
1.09
1.25
1.50
2.50
2.50
3.13
3.13
0.63
0.75
0.88
1.09
1.25
1.50
Wiring Capacity in Cubic Inches
Hub Size
1/2
3/4
1
1-1/4
1-1/2
2
2-1/2
3
3-1/2
4
Effective June, 2006
Copyright 2006
c
4.8
7.8
12.3
25.3
37.5
77.5
230.0
250.0
450.0
470.0
LB
5.0
8.3
12.8
26.5
39.0
81.3
230.0
250.0
450.0
470.0
LL/ LR
T
5.3
5.0
8.5
13.3
27.3
39.8
82.8
230.0
250.0
450.0
470.0
8.3
12.5
26.3
38.5
79.5
230.0
250.0
450.0
470.0
TB
6.8
11.0
16.5
25.8
36.5
77.0
X
7.3
11.3
17.0
Cover
0.5
0.8
1.0
1.5
2.5
6.5
12.3
12.3
24.0
24.0
H
2.31
2.59
3.03
3.75
4.03
4.88
6.63
7.00
8.06
8.31
2.75
3.03
3.38
3.75
4.03
4.88
J
3.59
4.09
4.84
5.38
6.00
7.88
11.44
11.44
13.75
13.75
-
-
-
K
1.44
1.59
1.84
2.16
2.25
2.66
4.19
4.19
5.00
5.00
1.56
1.66
1.84
-
-
L
2.13
2.38
2.72
3.25
3.53
4.25
6.69
6.69
8.13
8.13
2.25
2.44
2.72
-
-
M
-
-
-
3.13
3.31
3.69
-
Fraction/Decimal Equivalents (Inches)
Fraction
Decimal
Fraction
1/16
0.06
9/16
1/8
0.13
5/8
11/16
3/16
0.19
0.25
3/4
1/4
0.31
13/16
5/16
3/8
0.38
7/8
15/16
7/16
0.44
1/2
0.50
1
~Appleton'
N
4.59
2.52
6.09
7.09
7.81
10.13
13.94
13.94
16.88
16.88
5.06
5.69
6.53
7.53
7.81
10.13
Decimal
0.56
0.63
0.69
0.75
0.81
0.88
0.94
1.00
800-621-1506
www.appletonelec.com
PAGE 23
®
USUI ,
Price Group: J 1
TypeT
Type LL
Type LR
Type LB
TYPE C
TYPE E
TYPE X
23240 Chagrin Blvd Suite 405 • Cleveland, OH 44122 • 216-464-3400 • www.primeconduit.com
©Prime Conduit 2014
11
The ultimate in corrosion protection!
OCAL-BLUE Conduit
• Hot-dip galvanized steel or aluminum conduit
• Nominal .002" (2 mil) blue urethane coating on interior
• Hot-dipped galvanized threads (steel)
• Minimum .040" (40 mil) PVC coating on exterior- in your
choice of blue, white, gray or custom colors
• Color-coded thread protectors
• Couplings shipped with conduit are packaged separately
/
PIPE
SIZE
IN.
METRIC SIZE
DESIGNATOR*
OUTSIDE
DIAMETER
STEEL ONLY
IN.
MM
OUTSIDE
DIAMETER
WITH PVC
IN.
MM
NOMINAL
WALL
THICKNESS
STEEL ONLY
IN.
MM
155
NOTE -Inches and pounds are indicated in bold type. Metric measure is directly below bold type.
* Metric size designator (ANSI CBO. 1-1994).
NOMINAL
WALL
THICKNESS
WITH PVC
IN.
MM
NOMINAL
INSIDE
DIAMETER
IN.
MM
CROSS
SECTION
AREA IN
SQUARE
IN.
MM
MINIMUM
LENGTH
WEIGHT
WITHOUT
PER FOOT
COUPLINGS STEEL ONLY
FT.
LBS.
M
KG
Corrosion-protected connections for conduit sections.
OCAL-BLUE Couplings
• Nominal .002" (2 mil) blue urethane coating on interior and threads
• Minimum .040" (40 mil) PVC coating bonded to exteriorin your choice of blue, white, gray or custom colors
• Straight threads (NPS)
• Molded ribs on outer coating for easy installation
(up to and including 4" trade size)
• Pressure-sealing sleeves protect your connection
COUPLING
SIZE
IN.
METRIC SIZE DESIGNATOR*
TOTAL
MINIMUM LENGTH
WEIGHT
INCLUDING SLEEVE
STEEL ONLY
IN.
MM
LBS.
KG
Factory bent to save wasted time and materials!
~OCAL-BLUE
Standard-Radius Elbows
• Fabricated from Ocal PVC-coated conduit
• Standard radii in 30°, 45°, 60° and goo available for immediate shipment
• Color-coded thread protectors for easy identification of conduit size
~SIZE
.-----------.,
IN.
METRIC SIZE
DESIGNATOR*
STRAIGHT END
RADIUS "R"
OFFSET "C"
"D"
UNBENT
LENGTH
WEIGHT EACH
STEEL ONLY
1-39
Liquidtight Connectors and Hubs
for Liquidtight Flexible Metal Conduit
General Information and special features.
Applications
• Seal out oil, water, dirt, dust and
fumes wherever liquidtight flexible
metal conduit is used.
• Typical applications include food
processors, beverage plants, chemical
plants, dairies, machine shops, plastic
fabricators, petroleum machinery, and
gantry cranes.
ST and STB Series
For connections to threaded hubs.
Insulated throat on STB protects
conductors. Connectors are available
with grounding lugs. Straight sizes
3/8" thru 5"; 45° and goo, 3/8" thru
4". Straight and goo styles in sizes
3/8" thru 2" also available with certain
metric thread sizes. See page l-4g.
·451;> STJSTB
Straight ST!STB
Female ST
STN Space-Sa ving Connectors for Enclosures
Appleton STN Series makes liquidtight
connections to sheet metal enclosures.
Space-saving, self-locking gasketed
wedge forms a perfect seal and allows
more wiring room. Straight sizes 3/8"
thru 4"; goo sizes 3/8" thru 1".
STG Neoprene
SeaUng Gasket
Assembly
Straight ·STN
STG Neoprene Sealing Gasket Assembly
Steel backed, neoprene gasket assembly assures a liquidtight connection to
a rough metal surface such as knockouts in steel junction boxes. Sizes 1/2"
thru 4" feature bonded gasket/retainer
assembly. 1/4 and 3/8 available in
thermoplastic material.
Female Steel ST Connectors
For liquidtight connections to threaded
rigid metal conduit. Sizes 3/8" thru 1".
Features
• Extra-long ferrule resists pullouts. All Appleton liquidtight fittings
feature a one-piece, deep-grip ferrule
design that simplifies installation and
prevents conduit sleeving. Its extra
length and sharply defined threads
provide greater surface contact with
the conduit for excellent grounding
continuity, greater pull-out strength (4X
UL requirements) ... and added protection against excessive external conduit
flexing and vibration. It virtually eliminates the need for an external strain
relief in many applications.
Effective September, 2005
Copyright 2005
Cutaway view-ST with
STB with
External Grounding Lugs
Strain Relief
• External grounding lugs available
on all Appleton liquidtight connectors. Where National Electrical Code
permits an external equipment bonding
jumper, [NEC sections 250-g6(b), 50116(b) and 502-16(b)], Appleton STand
STB connectors are offered with an integral bonded steel zinc electroplated
lug. Cut-away view shows extended
ferrule design for maximum grounding effectiveness. Grounding lugs also
available in STN, STL and Female ST
Series. Consult factory.
~Appleton'
• Wire mesh strain relief available
on all STB, STN, and female ST connectors. Woven stainless steel mesh
sleeve alleviates flexing stress at liquidtight connection.
800-621-1506
www.appletonelec.com
PAGE 39
1-40
Installation Features of "ST", "STB"
and "STN" Connectors and Hubs
for Liquidtight Flexible Metal Conduit
Liquidtight Connectors
Liquidtight Hubs
A
\
Patented
FernJ:Ie,
He:xible
Liqui(;ltight
M~hdfic
C(H'lduit
Connector
Body
B
Ferrule Thmadad·lnto Conduit
c
Using hacksaw, cut liquidtight flexible conduit making certain that the jacket
and conduit are flush. (A)
Place compression nut over
conduit. (B) Screw ferrule
onto the spiralled steel inner
wall of the conduit. The firm
grip of the ferrule threading
against the inner conduit
wall provides a continuous,
permanent, positive metalto-metal ground. There are
no sharp edges to cause
injury to wire during or after
installation. (C) Place the
liquidtight flexible conduit
with the ferrule into connector body. (D) Tighten
compression nut as far
as it will go. This will
assure correct collaring of the
conduit-the end of the metal
edge of the ferrule will curve
out slightly (E) This prevents
damage to the conduit jacket
itself at the time of installation, and also insures against
future damage from frequent
flexing, jarring or vibration.
D
Sealing Gasket
Neoprene sealing gasket eliminates
common connection problems and
assures a liquidtight installation. Seals
against oil, water, dirt and chemicals.
Space Saving Hex-Hub
Wedge Adapter
Male shank of unique Appleton hexhub wedge adapter "finger tightens"
into connector body. Flared surface of
adapter wedges box wall against locking edge of body. Forms full 360° contact on both sides of box wall.
Assembly After Compre,ssicli't
Showing Positive Ground
E
Compressed Ferrule
Insulated Throat
Insulating insert recessed into hex-hub
wedge adapter protects against wire
damage ... without reduction in throat
diameter. Perfect for extreme vibration
conditions. Nothing to come loose, deteriorate, crack or break!
Effective September, 2005
Copyright 2005
PAGE 40
~Appleton'
800-621-1506
www.appletonelec.com
1-42
Class I, Div. 2
Class II, Div. 1 and 2
Class Ill
NEC 501- 4{b), 502- 4{a){2), 503- 3{a)
Aluminum Liquidtight "ST" Connectors
for Liquidtight Flexible Metal Conduit
ST Series with plain throat.
Applications
• Provides a dependable connection
for liquidtight flexible metal conduit.
Seals out oil, water, dust, dirt and
fumes.
Features
• Lightweight aluminum facilitates
shipping, handling and installing.
• High corrosion resistance.
• Unique long ferrule with more
pronounced threads provides over four
times UL pull-out requirements.
• Ferrule also provides maximum
surface contact for better sealing and
a continuous, permanent, positive
metal-to-metal ground.
• Liquidtight/raintight!oiltight.
• Suitable for wet locations.
• Full, machined tapered threads
(NPT).
• Compact design with small turning
radius.
Standard Materials
• Copper-free aluminum (4/1 0 of 1%
of copper or less).
Size Range:
• 3/8" thru 4" conduit size (straight)
• 3/8" thru 2" conduit size (90°)
Compliances
• UL Standard 5148.
• CSA Standard C22.2 No. 18.
• Suitable for hazardous locations
Class I, Div. 2
Class II, Div. 1 and 2
Class Ill, Div. 1 and 2
NEC 501-4(b), 502-4(a)(2), 503-3(a)
Aluminum- Straight
3.!8"-4'1
Aluminum- 9'010
3/SrJ-2'1
ST Connectors
goo
Straight
Catalog
Number
ST-38AL
ST-50AL
ST-75AL
ST-100AL
ST-125AL
ST-150AL
ST-200AL
ST-250AL
ST-300AL
ST-400AL
Size
(ln.l
3/8 flex, 1/2 hub
1/2
3/4
1
1-1/4
1-1/2
2
2-1/2
3
4
Catalog
Number
ST-9038AL
ST-9050AL
ST-9075AL
ST-90100AL
ST-90125AL
ST-90150AL
ST-90200AL
Size
Cln.l
3/8 flex, 1/2 hub
1/2
3/4
1
1-1/4
1-1/2
2
For connector dimensions, see page 1-48.
Effective September, 2005
Copyright 2005
PAGE 42
~Appleton·
800-621-1506
www.appletonelec.com
Condulef> Single Gang Device Boxes •
Cast Iron or Aluminum
Accessories see pages 37-45
2F
With and Without Mounting Lugs for
Threaded Rigid and IMC Conduit
Applications:
Options:
Cast device boxes are installed to:
• Accommodate wiring devices
• Act as pull boxes for conductors in a
conduit system
• Provide openings to make splices and
taps in c~mductors
• Provide access to conductors for
maintenance and future system changes
• Connect conduit sections
• FSY boxes for mounting surface devices
on floor or bench (used with single gang
covers)
Description
Finishes:
Suffix
Corro~free™ epoxy powder
~external body
Corro~free™ epoxy powder
~ internal and external
coat
S752
coat
5753
Size Ranges:
• Hubs- V2" to 1 "
Features:
• Internal green ground screw standard on
boxes
• Suitable for use in wet locations when
used with gasketed covers
• Mounting lugs standard on most boxes
• Tapered threaded hubs (NPT) with
integral bushing
• Available for surface mounting {with
mounting lugs) or flush mounting
(without mounting lugs) as listed
• Available as shallow (FS) or deep {ED)
configuration. Use FD if device to be
enclosed exceeds 15/a" in depth
• Ample wiring room provided in either FS
or FD configuration
• Wide selection of surface or flush covers
available in three materials (sheet steel,
Feraloy®, aluminum)
• Covers for flush mounting extend to
conceal the rough plaster line
• Available in single gang and multi~gang
configurations with hubs, and as blank
bodies for drilled and tapped openings
Certifications and
Compliances:
•
•
•
•
Size
Size
Size
Size
UL Standard: 514
ANSI Standard: C33.84
Fed. Spec.: W-C-5860
CSA Standard: C22.2 No. 18
Cat.#
Cat.#
FS1*
FS2"'
FS3t
FD1t
FD2t
FD3t
Cat.#
Cat.#
FSR1
FSR2
FDR1
FDR2*t
Cat.#
Cat.#
FSC1*
FSC2*
FSC3t
FDC1t
FDC2t
FDC3t
Cat.#
Cat.#
FS1 SA
FS2SA
FSC1 SA
FSC2SA
:j:Mounting lugs and ground screw are not offered with
standard die cast aluminum box. For sand cast
aluminum box with mounting lugs and ground screw,
change "SA' in catalog number to "SCA'
(Example: FS1 SCA}.
Standard Materials:
• Feraloy iron alloy or copper~free
aluminum.
Standard Finishes:
• Fera/oy - electrogalvanized and
aluminum acrylic paint
• Aluminum - natural
""
COOPER Crouse-Hinds
Size
Cat.#
Cat.#
FSL1
FSL2
FDL1
FDL2*t
•Available in sand cast copper-free aluminum -add
suffix SCA to Cat. No.
tAvailable in sand cast copper-free aluminum - add
suffix SA to Cat. No.
www.crouse-hinds.com
US: 1-866-764·5454
CAN:
1~800-265-0502
Copyrighto 2011 Cooper Crouse-Hinds
25
Condulet® Single Gang Device Boxes •
Cast Iron or Aluminum
2F
Accessories see pages 37-45
With and Without Mounting Lugs for
Threaded Rigid and IMC Conduit
FS&FD
Dimensions
In Inches:
Size
Size
%.
%.
1
Cat. #t
Cat. #t
FSA1
FSA2
FDA1
FDA2
Cat. #t
FSS1*
FSS2*
FSS3
Cat. #t
FDD1
FDD2*
FDD3
Size
Cat.#
Cat.#
%
FSCC1
FSCC2
FDCC1
FDCC2
%
Size
t/2
Size
Size
Hub Size
a
1/2
7fa
%
1
%
1
%
3/4
7fs
FD
1
7Ja
1
b
1Tfs
1%
F/e
211/te
211!Je
21Vt6
c
d
%
%
111f1s
111fte
111/16
7fs
o/a
2%
2%
2%
%
7fs
Cat.#
FSCA1
FSCA2
%
%
Series
FS
Cat. #t
FSSA2
Cat.#
Cat.#
FSLA1
FSLA2*
FDLA1
FDLA2
*Available in copper-free aluminum; add suffix "SA".
tMounting lugs not available.
26
www.crouse-hinds.com
US: 1-866-764-5454
CAN: 1-800-265-0502
Copyright<' 2011 Cooper Crouse-Hinds
,
COOPER Crouse-Hinds
Condulet® Single Gang Device Boxes Cast Iron or Aluminum
Accessories see pages 37-45
2F
With and Without Mounting Lugs for
Threaded Rigid ·and IMC Conduft
FDXCt
FSY
FS&FD
Size
Cat.#
Cat.#
Hub Size
Cat. #:f:
%
'-%
FSCT1
FSCT2*
FSCT3
FDCT1
FDCT2*
FDCT3
3/4
FDXC219
1
Description
Hub Size
Cat.#:f:
Single face
Double face
1
1
FSY311
FSY312
Dimensions
In Inches:
Size
Cat.#
Cat.#
%.
FST1*
FST2*
FDT1
FDT2
FDT3
%
1
*R
FSCT, FSX, FST, FSCD
Size
Cat.#
Cat.#
%
FSX1
FSX2
FDX1
FDX2
FDX3
%
1
Cat. #:f:
FSCD1
FSCD2
Size
%
%
,"Available in copper~free aluminum; add suffix "SA".
tB Hubs- all"/," pipe tap.
:j: Not available with mounting lugs.
FDXC
FSY
FSCT, FSX, FST, FSCD
Series
a
7fs
7fs
Hub Size
FS
1
b
1%
1 7/a
1%
c
d
111/1s
111f1s
%
%
11Vt6
%
FSY
Hub Size
1
a
b
Single gang, single face
2%
115/,a
Single gang, double face
1
2%
3%
Description
,
COOPER Crouse-Hinds
www.crous~hlnds.com
US: 1-866-764-5454
CAN: 1-800-265-0502
Copyright<> 2011 Cooper Crouse-Hinds
27
Condulet® Single Gang Device Boxes •
Cast Iron or Aluminum
2F
Accessories see pages 37-45
With and W'dhout Mounting Lugs
FS
Double Face
Double Face
Cat. #t
Size
Size
FS152
FS252
Cat. #t
FSC152
FSC252
tMounting lugs not available.
Dimensions
In Inches:
Double face
Series
FS
28
Hub Size
a
b
c
35/16
31/s
1%
311/16
3%
11/z
www.crouse-hinds.com
US: 1-866-764-5454
CAN: 1-800-265-0502
Copyright" 2011 Cooper Crouse-Hinds
""'
COOPER Crouse-Hinds
13365 SOUTHERN PRECAST DR. ALACHUA, FL. 32615
(386)462-2015 FAX (386)462-5701
SUBMITTAL COVER LETTER
SUBMITTALS FOR THE FOLLOWING STRUC.TURES:
4'-on .x 4'-o" x 4'-0" H-20 Rated Manhole
4' -0"
X
6'- o" X 3' -4" I. D. H- 20 Rated
2-Piece Manhole
NOTE: WORDING ON HATCH COVERS TO READ
"ELECTR·I c"
l·f there are any questions or comments please ·contact:
Pete George
Project Manager
pgeorge@lindsayprecast.com
Quote# 15331L
Cogburn Brothers / Kanapaha WRF Dewater
Date: 06_17 _14
.~
13365 SOUTHERN PRECAST DR. ALACHUA, FL. 32615
.(386)462-2015 FAX (386)462-5701
4'x 4'x 4' I.D. H-20 RATED MANHOLE
1.) CONCRETE 5500 psi @ 28 DAYS
2.) REINFORCING GRADE 60
3.)
4.)
5.)
6.)
7.)
WALLS 6" THICK, BASE 6" THICK
(4) 24" X 24" X 2Ji" THIN WALL KNOCKOUTS
APPROXIMATE WEIGHT 7,275 lbs (1.80 cy)
(4) PLASTIC COATED PULLING IRONS (TYP.)
13"SQUARE THRU-FLOOR SUMP WITH
CAST IRON FRAME & GRATE •
8.) 48" X 48" GALVANIZED TORSION ASSIST. HATCH
(H-20 LOADING)-TO READ "ELECTRIC".
9.) (4). RECESSED UTILITY LIFTERS ON OUTSIDE
OF BOX FOR LIFTING/SETTING.
10.) (16)
POLYMER RACKING INSERTS.
FRAME & TORSION ASSIST.
COVERS TO READ
"ELECTRtG11
t¢
• If)----_-_-:._--=-(!
"
.24"x24"x,u4·u THJNWALL
I
;.+---f--.;
I/4
1
1
II
48"
2 TON UTILITY
LIFTERS OUTSIDE
.
PLASTIC COATED
PULLING IRONS
13" SQUARE-OPEN
SUMP W/CAST IRON
FRAME AND GRATE
~I
I1
II
I:
LC-_-~---:._-_~
.
.
II
,,
II
,,
II
II
KNOCKOUTS - TYP.
.
f')------------?1
1" PVC' GROUND SLEEVE
:Ild--_-:_-_-_-_-!JI:
.
PLASTIC
·--+----'1/2"
RACKING INSERTS
~..-...--_ _ _ GALVANIZED
TORSION ASSIST.
H-20 HATCH CAST IN TOP
PROJECT NUMBER:
2003.020.002
Page 1 of
DESIGN COMPUTATIONS FOR:
Standard!. Structure Design
4'-0n X 4' .. 011 x 6• ..on Pull Box
PREPARED FOR:
Southern Precast, Inc.
13365 Southern Precast Drive
Alachua, Fl 32615
PREPARED BY:
164 COURT STREET, BINGHAMTON, NY 13901
TEL:(607) 231-6612 FAX:(607) 231~6650
E-MAI L:rth ornton@deltaengin eers.com
lnternet:VM'W.deltaenglneers.com
DEC
J
.r-
5'-o"
I
l
~
(3)-f/5 BARS
EA. SIDE OF OPNG.
L
(EACH WAY)
0::
4'-0 11
....J
u
~~
,.:.IN
....I
lT
I
;::;::::...
~
~
.-IN
b
.-
I
~
-
(TYP. U.N.O.)
'o
l
0.11 SQ .lN./FT. MIN.
lo
v12}'o,c. MAX. SPACING
I(D
(TYP. E. w.)·
#4 TRIM
I)
BAR (lYP.)
.
OPTIONAL TOP SlAB-PLAN VIEW
(TOP SLAB REINFORCEMENT SHOWN)
NOTE:. FOR CASES WITHOUT TOP SLAB, USE A
CAST IN FRAME WITH REMOVABLE COVER.
2~" CLR.
~
Ln
OPENING SIZE
& .SHAPE
MAY VARY
~
r
]
7~~
T~
-\
I
,-...
_ ...............
0.15 SQ.IN./ FT. MIN,
0::
....J
L-
9"o.c. MAX. SPACING
(TYP. E.W.)
()
~
N
4'-o"
6"
~
SECTlON VIEW
6"
~
~L
SUMP
'
6VARIES
2~" CLR.
~to
I
--li-
~..;!-
(TYP. U.N. 0.)
'---- F-
.
#4 DJAG.
TRIM BAR
.
(TYP.)
r.,·
"'\'
~ \L_0.11
LAP
(TYP.)
SQ.IN./FT. MIN'.
12 " o.c. MAX. SPACING
TYP. ROUND OPENING DETAIL
SEE NOTE 5
(TYP. E.W.)
PLAN VIEW
NOTES:
(WALL REINFORCEMENT SHOWN)
1.
2.
· 3.
4.
DESIGN LOAD = HS-20 W/0'-1' FILL
LATERAL EARTH PRESSURE = 85 PCF
CONCRETE STRENGTH ::;;; 5500 PSI
REINFORCING STEEL - BAR: ASTM A615,. GRADE 60, AND/OR
WWR: ASTM A185/A497, GRADE 6'5.
5. OPENINGS, SIZE AND LOCATION, AS REQUIRED.
6. PROVIDE ADDITIONAL REINFORCING AROUND OPENINGS
EQUAL TO THE BARS INTERRUPTED, HALF EACH SIDE.
7. FOR STRUCTURE WITHOUT 6" TOP SLAB, WATERTABLE
MUST BE AT LEAST 6" BELOW GRADE TO RESIST BUOYANCY.
TITLE:
#4 DIAG.
TRIM BAR
(TYP.)
TYP. RECTANGULAR OPENING DETAIL
SEE NOTE 5 .
4' -0 n x4 ' -0 " x6; - o" PULL BOX SUMf'AARY
DELTA
PROJECT:
SOUTHERN PRECAST (STANDARDS)
DRAWN BY: SDG
ENGINEERS
164 COURT STREET, BINGHAMTON, NY 13901
TEL: (607) 231~6612 FAX: (607) 231-6650
DATE: 12/17/2003
JOB No: 2003.020.002
SCALE:
NONE
NUMBER: 032002( 4X4P)
Delta Englneers, PC
164 Court Street
Binghamton, NY 13901
(607)231~6600
Fax (607)231-6650
PRECAST VAULT DESiGN
Project:
Client:
Job Number:
File Name:
Entered By:
Checked By:
Sheet:
b1=
:go:o??:io.~.ct~oo:z>:H}inuHin:~it~!ifi~n
:032:o:o2:~4.X:4PY:xls:;nt:HHHin!Ht
:$.P.oti£i;~j1r~n;~Hfi~Y~~i·:ni~:;~1H;tl!!LT
:f
of
J.J
0.775 (.85-.0S(fc-4))
fr556 psi
Rho min 0.003333 (200/Fy)
Rho max 0.026804 (. 75Rho-b)
ZmaxHH~H[~!H1i~PlSevere Exposure
AASHTO HS20
References:
1. 1'Specifications for Highway Bridges, 16th Ed,.'~ AASHTO
2. "Building Code Requirements for Structural .Concrete"~ ACI318-95.
3. ''Rectangular Concrete Tanks"~ PCA Publication.
4. "Theory of Plates and Shells)'- Timoshen'ko, S. 1959.
5. "Standard Practice for Minimum Structural Design Loading for Monolithic or
Sectlonal Precast Concrete Water and Wastewater Structures"- ASTM C890-
78.
!$:0iitht:iriliiF~reBa:s.F! ~~: HilFHlU iHl ·
~ I Z/tf)/QJ
Date: :~i2hi e,l~QQ$: n~i[!Tl ~~HUU~: ;H~:;mHt !l:
DESCRIPTION
TECHNICAL DATA
Concrete Strength :iH)l!HiHmHHH5.l5! ksl
Yield strength ii\nti~!Hi~!HH~n~P] ksi
Equivalent Lateral Fluid Pressure 1H:H:HlilL0~5~ kef
Unit Weight of Soil ;1i~~i!HH!i~Ht~P~ pcf
Unit Weight of concrete :WWWHHUHHB1l! pcf
E 4.23E+06
n
6.9
k
0.414
j
0.8.62
K
442
dl.:::::::~:::::::;::::::x.J:f=lk'
. · Wh ee l L oa:i:::;:::::::::::::::;;:~:"":
D es1gn
IPS
Uniform Live Load·_::tit~HU!~!nin(nnUP.l. ksf
:~~~~:J~k~l!;=~;~~:~=-;·[!;~j·~;·:)=·~::.:i~
Delta Engineers, PC
164 Court Street
Binghamton, NY 13901
(607}231~6600 Fax (607)231-6650
COVER SLAB DESIGN
Project:
Job#:
2WAYSLAB
MAIN REINFORCING
Sheet:
By:
Chk By:
Wall Thickness=
Span=
4'x4'x6' Pull Box
2003.020.002
'I
_.......;.__
SD{3
/)1)3
of
J.S"'~·
Date 12/18/2003
Date !'2-/t~/y
6.00 in
4.5.0 ft
6.00 in
S!ab Thickness=
Earth Cover1. 00 ft
Bar cov.er=lriH~~ii!~~~@i;$.;Q~i in
d (Ave)=
3.88 in
lmpactfiiiW1iHiUHiE30.il ·
Dead Loads:
Soil=
Concrete=
0.12 ksf
0.08 ksf
Additional Uniform Dead Load= IYi!Hi!1HH!~~jQ;O.ilksf
Total
0.20 ksf
=
Mdl=(wJA2/8)/2=
e=4+ .068=
p=(L*l)/e=
0.25 Jdp~ft (Each Way)
4.27 ft
4.87 kips/ft
M!l=(ps/4)/2= _ _2_.7_4 kip-ft '(Each Way)
.Mu=y[PcL+I) *Mll + ~D *Mdl]==
Estimated Steel Area=
Trial Bar Size and Spacing As=
6.27 kip~ft (Each Way)
0.42 in.sq/ft. (Each Way)
0.41 in.sq/ft.
Rho 0.008797
Rho*n=
a=
0.437 in
~Mn=
k=
j=
fs=
de=
A=
Z=
6.73 kip-ft
0.292
I
Use #LH!i!P.J@ pn~n~~:fin, o.c.,e..~J
(OR 3~#5 Bars Ea. Slde of Opng)
0.06035
(AASHTO
.(AASHTO
8~17)
OK
OK
(AASHTO
8~61)
8~16)
0.903
25.05 ksi
2.3125 in
41.625 sq.in
114.6 kips/in
Note: Shear considered satisfactory per MSHTO 3.24.4
Delta Engineers, PC
164 Court Street
Binghamton, NY 13901
(607)231 M6600 Fax (607)231 "6650
Project
Job#:
Sheet:
MONOLITHIC BASE SECTION
WALL DESIGN
COMB. UNIFORM &TRIANG LOAD
PCA . Rec1angular Concrete. Tanks .
By:.
Chk .By:
4'x4 1x6' Pull Box
2003.020.002
of
/!JSDG
Date 12/18/2003
__...;.cP..._r3:.::r.,.__ _ Date
1?-:{t [JI/;p
s-
Soil Loadlr~g Diagram
Height, a;: b~:~mnH:9~;Q.p;)ft
Lengtll, b:::
4. DO ft
Width, c::::
4. 00 ft
Wall Thickness=
b/a=
cia=
6. 00 in
0.67
0.67
0.2
0.4
O,fl
D.B
Plate or TankbH~il!!!JRi:~~~~
OUTSIDE FACE
Peff::: 0.085 kef
Bar Cover- HE:i;iHiiH2~U~~j in
Uniform Triangular
w1 =LWHG~lOa! LL Surcharge
w2= 0.208 ksf
PCA case# ~~Uf~~jn~!iH~:;H U[j~=,mH~![~~Tn~::
w3= 0.718 ksf
(-) Max horiz. Coeff.= fWHHHUtBri4.~ H1Hl!W~10.lPnf~t
H Max vert. Coeff.= 1ifi1H1~1!)Q!Q2~ !!j]!~U~tH'iO~i!~:
Max horiz. neg. moment=
o.es. kip~ft
Maxvert.neg.mome~=~~-0.~5~4-k~~~~~~~~~~~~~~~~~~~~
Wksf
Horiz
Vertical
Mu
1.09.
o.gz·
Uniform
~Mn
BarSz
Sp
d
As
1.62
[\iilni\~Ei!H!i !~1!~f1:gl!~C 3.31 0.11
1.43
Hi!ili ]3:HHiHH1 Hi!Ht~~Hj[ 2.94 0.11
Triangular
a
0.12
0.12
Side Edge Shear coeff.= l!iHH!H11EO:JS.4.Ii~HH!H!HiHQj~:s~
Vu=
1.70 kips
Bottom Edge Shear coeff.= FnHHlTiW0~!2;9.IHH~P;HHQi~;iif
Vu=
1.85 kips.
~Vc;::
4.86 kips (AASHTO 8-48)
~Vc=
4.34 kips {AASHTO 8~48)
ldb=
min lap:::
CRACKING CHECK
Vertical:
Rho= 0.003133
Rho*n= 0.021495
k=
0.187
j=
0.938
fs=
21.42 ksi
de=
2.19 in
A=
52.5 sq.in
Z=
Horizontal:
104.0 kips/in
Rho= 0.002779
k=
0.177
j;::;:
0.941
fs=
de=
A=
Z=
Cracking Moment ~ Mcr=fr*S=
OK
Rho*n= 0.019062
22.58 ksi
2.19 ·in
62.5 sq.in
109.6 kips/in
3.34 kip-ft
OK
12 in
21 in.
Delta Engineers, PC
164 Court Street
Binghamton, NY 13901
(607)231w6600 Fax (607)231-6650
Project:
Job#:
Sheet:
By:
Chk By:
4'x4 1x6' Pull Box
2003.020.p02
o.f
6
/.f. .
SDG
Date 12/18/2003
{JClJ
Date J?/;sfo)
INSlDEFACE
Bar Cover=HtLHHiiL~i75.l in
Uniform Triangular
PCA Case # 1HiH~dHHH1 ;H;;!THiS:H:lHT
(+) Max horiz. Coeff.= liil!1HiUlQ;~g~j ~J:liiffiF!PLOP~
(+) Max vert. Coeff.= !ilEHnE!O:WO.t ~~in!UHiOi:OO.S·
Max horiz. neg. moment=
0.32 kip~ft
Max vert. neg. moment=
0.16 kip~ft
Hartz
Vertical
~Mn
Mu
0.54
1.31
0.27
1.49
Bar Sz
Sp
d
As ·
11!H~ii~$:H!!U! H!1~~~lHi 2.69 0.11
.[1iiHH1H~HlH~!!: HHi:~wn 3.06 0.11
a
o. 12
0.12
~----~------~~~~~~----~~--~~~
Delta Engineers, PC
164 Court Street
Binghamton, NY 13901
(607)231~6600 Fax (607)231w6650
Project:
Job#:
BASE SLAB DESIGN
FIXED 4 SIDES
Sheet:
By:
Chk By:
Timoshenko Theory of Plates
And Shells .. Table .56
Length=
ID
4..00 ft
Width=
4. 00 ft
00
Base extension ·long endl!!!!jHH!H!OiO:Olinches
Base extension- short end :HLln~L~P¢((:);0,~ inches
Wall Thickness=
6.00 1n
Slab Thickness:::
6.00 in
b/a=
1.00
5.00
5.00
5.00
5.00
4'x4·lx6' Pull Box
2003.020.002
7 of
SDG
Date
W3
Date
--~~--
12/18/2003
;z../;g/63
r ,
ft
ft
ft
ft
Total Base Length
Total Base Width
Loads:
Soil:::
Cover slab:::
Walls=
3.00 kips
1.88 kips
8.10 kips
k'
Oth er=:::;::::::::::;!<[.;:·
=·: 1ps
I=:;;;:·:;;;;:J:•i!i••o=o··J
Total Dead Load=
12.98 kips
l'"'""'''''';.f''"''"''od'!J"
i \IPS
L IVe Loa d =:i~t~i~ii~;i:d:~J).:
Net upward bearing pressure fbdl=
0.52 ksf
fbH=
0.64 ksf
O
Wu=
2.06 ksf
Bottom Cage{-)
.......... ·--a· ·x·· ..
Transverse Coeff .= :;!iiid)~i ·B:1.Gi
Longitudinal Coeff.= l!thi!\P~ip;$.JtS.i
Bar cover= ~ft!iH!!i!HU~HOtt in
Transverse Moment:::
0.95 kip-ft
Longitudinal Moment=
0.95 kipwft
Mu
+Mn
Vu=
4.13 kips
Steel Dlstribution for Crack Control rransverse
Rho 0.003219
Rho*n= 0.022082
k=
0.189
j::::
0.937
fs=
21.70 ksi
de=
A=
Z::::
2.19 in
39.38 sq.in
95.8 kips/in
OK
Sp
B~Sz
~Vc=
d
5. 72 kips
Longitudinal
0.00357
0.024491
0.198
0.934
24.15 ksi
2.19 in
39.38 sq.in
106.6 kips/in
OK
As
OK
a
Delta E.ng,ineers, PC
164 Court Street
Binghamton~ NY 13901
(607)231-6600 Fax (607)231 ~6650
Base Slab Continued:
Job#:
4'.x4'x6 Pull Box
2003.020.002
Sheet
By:
SDG
Project:
Chk By:
1
8"
of
Date
Date
_....;...__..;....__.-.
DOS
12/1 B/20 3
{2.
/8 c:J3
Top Cage(+)
Transverse Coeff.= :H!HLQ~02:1~l
Logintudinal Coeff.= HHHliDU02JBj
Bar cover= :H;!n1H~$.\2$~ in
Transverse Moment=
0.39 kip..ft
Longitudinal Moment=
·0.39 kip..ft
Mu
Mn
Steel Distribution for Crack Control rransverse
Rho 0.004789
Rho*n= 0.032'854
k=
0.226
j=
fs=
de=
A=
Z=
0.925
13.58 ksi
2.19 in
39.37·5 sq.in
60.0 kips/in
OK
BarSz
Sp
Longitudinal
0.005610
0.038486
0.242
0.919
16.00
2.19
39:375
70.7
ksi
in
sq.in
krps/in
OK
d
As
a
Delta Engineers, PC
164 Court Street
Binghamton, NY 13901
(607)231-6600 Fax (607)231 ~6650
BUOYANCY CHECK
(Structure@ Grade w/o Top Slab)
Project:
4rX41X6 1 Pull Box
Job#:
2003.020.002
Sheet:
By:
Chk By:
SDG
'7
of
Date
PPC3
Date
12/18/2003
J'2...,(/ rtt!~>
I'!
Base extensl?n - short end [!;!!J:!!J:~:~q~ inches
Base extens1on .. long end ~~i~i!Emg~~OJuO. Inches
Base length
5.00 feet
Base width
5.00 feet
Water table - ft. bel ow grade ~!'iiti!Eit:O::~aol feet
Top of structure above grade U~inln!i!~no;;O.O. feet
Depth: F.G. to bottom of base
6.50 feet
DOWNWARD FORCES:
Soil
0.00 l<ips
Cover
0.00 kips
Walls
8.10 kips
Base slab
1. 88 kips
Soil over base extension
0.00 kips
other] :n;:nWH10:!PO.j kips
Total
9.98 kips
UPWARD BUOYANT FORCE:
9.36 kips
Difference=
0.62 kips
Safety factor=
1.07 OK
*Note:For structure w/o lld, watertable must be at least 611 below grade for structure to resist buoyancy.
j
Delta Engineers,
164 Court Street
pc
Binghamton, NY 139'01
(607)231M6600 Fax (607)231-6650
BUOYANCY CHECK
(Structure@ Grade w/6 11 Top Slab)
Project:
Job#:
41X4'x6• Pull Box
2003.020.002
Sheet:
By:
Chk By:
Base extension- short endrwg::::H;n{oOIInches
Base extension~ long end HHH1iHH1l0.0 inches
Base length
5.00 feet
Base width
5.00 feet
Watertable- ft. below gradei!Hl!!i!ij!i!!!l1iOt!lfeet
Top of structure above grade ~n!UHhiiQ;iW.Q feet
Depth: F.G. to bottom of base
7.00 feet
DOWNWARD FORCES:
Soil
Cover
Walls.
Base slab
0.00 kips
1.88 ·kips
8.10 kips
1.88 kips
Soil over base extension
0.00 kips
Otherl iHHEHWHiO;iO,O) kips
Total
11.85 kips
UPWARD BUOYANT FORCE:
1.0.92 kips
Difference=
0.93 kips
Safety factor-
1.09 OK
ld
SDG
tiXiJ
of
Date
Date
JS. ~
12/1 ~/20?3
~2-{LB
{g
I
I
/1
Shear= C5
/"
or 1S
f
x qx a
4
CASE 3.
Deflection =
Et
~go~aD
3
D=--12(1 ~ p 2)
LOCATION·~
4.0
Bottom edge - midpoint
2,5
3.0
1.75
2.0
1.5
1.25
1.0
0~75
0.5
0.50
0.50
0.48
0.45
0,43
0.40
0.36
0.19
• 0.3B
0.37
0.33
0.27
0.26
0.26
0.25
0.32
0.24
0.26
S1de edge- maximum
0,22; ll~
0:17
Slde edge- mldpo!nt
0.23
0.24
0.25
0.28
0.26
0.26
0.25
0.23
O.i9 0~1'7 0.13
=
Along Midheight (y a/2}
~
END
4.0
3.0
0
0.1b
0,2b
O.Sb
0.4b
0.9b
o.ab
0.7b
O.Bb
0.5b
2.60
6,20
8.70
10.10
10.50
0
1.60
6,40
7.70
8.10
2,5
0
1.10
420
3.10
4.80
6.00
6.30
2.0
0
2.00
3.20
4.00.
4.30
••• _ ....... .. ...
~
~o
0.70
·--.................................
1.75
0
0.50
1.50
2..40
3.00
3.20
1.5
0
0.40
1.00
1.70
2.10
2.30
1.26
0
0.20
0.60
1.10
1.40
1.50
1.0
0
0.10
0,30
o.eo
0.70
o.ao
0.75
0
0.00
0.10
0,20
0.30
0.30
0.5
0
0.00
0,00
0.10
0.10
0.10
Along Midspan (x = b!~)
~ aor.
b/;
0.1a
0.2a
0.3a
0.4a
0.5a
o.aa
0.7a
n.sa
0.9a
TOP
4.0
0
0.70
2,40
4.70
7.50
10.50
1_3.60'1
16.70
19.70
22.70
25.60
3.0
2.5
·0
0,60
1.90
3.60
5.90
10.30 i
12.40
14.40
16.40
0.50
1.60
3.10
7.90
9.30
10.70
12.00
18.40
13.20
2.()
0
0
8.10
S.$0
0.40
1.20
2.20
_.. §.~to
5~90
6.50
7.10
7.70
1.75
0
0.301
i.OO
1.80
2.60
3.20
3.80
4.20
4.60
4.90
5!.@.
1.5
0
o:2ol
0.80
1.30
i,.90
2.30
2.BO
2.80
2,90
3.00
3.10
1.25
0
0.20 ..
0.60
0.90
'1.30
1..50
1.60
1.60
1.60
1.50
1.50
1.0
0
0.10
0.40
0.60
0.70
0.80
0.80
0.70
0.701
0.60
0,60
0.75
0
0
0.10
0.20
0.30
0.30
0.30
0,30
0.30
0.20
0.20
0.10
0.00
0.10
0.10
0.10
0.10
0.10
O.iO
o.oo
0.00
0.00
0.5
~
...............
4.70
,_?_@._ ........
-~
4.30J
Plate Analysis Results
--)
Lue&eeww&j!mMMJ~Hpm~~~~-
TOP
'.
o.9a
0.7a
•3'
0.1 a
END
0.1b
o.9b
O.Sb
o.7b
0.2b
o.sb
OAb
I
o.sb
1
OT5b
O.Ba
0.7a
0.6a
0.5a
0.4a
0.3a
0.2a
0.1a
·BOT.
0.1b
0.9b
0.2b
O.Bb
I
J
0.3b
0.7b
...
0.4b
·0.6b
{).5b
-3·
0
·~4
~1
0.2b
O.Sb
0.1b
0.9b
$.
0;-;.:.:
~ :.-~ il ·:::!··
1
O:
"
~.
2.
1
0.1b
0.9b
0
..
0
0.3b
0.70
0
o.2a
~~;.
0
..
a·
11
0
··~I
g
0.4b
0.6b
0
0.5b
.Q
·
1. ~-1'·0 .
o · ·· o
~~---=J=i ~.-
---5i-·. ···-b·
0
~o ··-~o
1
·· ·
o
l ~~-. - f~= i. "l·-
s.....a---+----·o I'
~o,....,.
.
f··--a
ol
0.8b
o
i
-·-·a0
~~·:~
~
o ·
o
0.2b
0
0.5b
0
1
1.
~
·a·
·o~--·1~--~1j"
:~- -:=~:~: :,. . .:=- ~:-=_..-=
1
·--"?
1
'1'
i'
o · .. o
TOP
6
0.6b
- '"i
i'
2-
......
0.4tJ.
0.3b
0.7b
1
1
.. 1
0
END
--·
~-.::~·
~3
:~~
-:1·;-r·- ·21 I -2s ·)
. -~1.1
~o:t"-.9~a-.-t.-~o:i--"-"---=-o-~---
o.7a
0
0
-i -· .... ·2.
h4
0
"'
Mxy
O.Ba
·--0
-·oFJ:-:1.
~4
END
·~
0
0
1
2 ·-
0
0
... Q.
0.5b
0.4b
0,6b
} -.. i. .~- -- i~.~J
-4
... "6'!
Mxy
o.sa
END
. , ·-
0.7b
"':) , . _ 0~-~~ _1
·4·
...
0.3b
0.8b
~1
~4
BOT.
TOP
My
.....
.,
0.2b
0 ...
.. 1;
~2
'-2
0;4a
O.Sa
0,2€1
My
~1
O.Ba
D.ea
o.sa
Moment= Coef. x qal!/1000
0.1b
0..9b
END
Mx
·(f
o
0
o
~
6
~L~"··-~· ~· ~
6'~-- ol
(}
Rectangular Tanks
Shear= C8
x qx a
4
C qa
Deflection = ~DO
1
0
CASES
Et
8
·D=--12(1 .. ,u2)
I~OJl. ~; 0~6?
~-
LOCATION~
4.0
2..5
3.C
2.0
1.75
1.5
1.25
1.0
Bottom edge- midpoint
1.03
1.01
0.95
0.85
0.75
0.66
0.56
OA5
Slde edge- maximum
1.68
1.59
1.47
1.26
1.12
0.95
0.77
0.58
Side edge -
mldpolnt
0.45
0.47
0.50
0.53
0.54
0.54
0.51
0.46
~
4.o·
END
0.75
1
lJf:·;. 0 J -z.er .
J S".cJvc; ::t), 'Jtt
0.5
0.22
0.83
0.40 0~.1~""'0.26
0.37 01:U 0.25
Along Midheight (Y = a/2)
It
0.1b
{l.2b
o.ab
0.4b
0.9b
O.Sb
0.7b
0,6b
O.Sb
0
8.00
20.20
29.30
34.30
. 3.0
0
4.80
13.30
20~80
25.40 ,_...
2.5
0
3.30
9.50
15.30
19.10:
.20.40
2.0
0
2,00
5,80
9.60
13."10
1.75
1.5
0
1.40
4,20
6.90
12.20
·8.90;,
o.
0,90
2.80
4.60
5.90
6.40
1.25
0
0.50
1.60
2.70
3.80
··-
85.80
27.00
~-
9.50
,.._._,_
·0
0.30:
0.80
1.40
3.50
1.80
{),75
0
0.10
0.30
0.50
0.70
0.70
tl,5
0
0.00
0.10
0.10
0.10
0.20
.1.0
1.90
Along Midspan (x = b/2)
~
4.0
o.1a
BOi.
0
2.00
0.28
0.3a
7.40
i5.20
0.48
24.90
0.5a
35.80
0.6a
47;50
0.7a
o.aa
59.6Q..
71.80
0.9a
84.20
TOP
96.50
3.0
0
1.60
5.80
11.80
19.00
27.00
35.30
43.70
52.20
60.60
69.00
2.5
0
1.30
4.60
9.20
'14.60
20.40
26.40
32.40
3B.30
44.i0
50.00
2:.0
1.75
0
0,90
8.10
6.20
9.60
i3.10
16.60
20.00
0.70
2.40
4.60
7.10
9.50
11.90
14,10
23.20 .. J..6AO
18.20
16.20
.29.60
0
1.5
0
0.50
1.70
3.20
4.80
6.40
7,80
9.00
10.20
11.30
12.40
1.25
0
0.40
1.10
2.10
S.OO
3.80
4.50
5.10
5.60
6. 00
1.0
0
0.20
0.70
1.10
1,60
1.90
2.iO
:2.30
2.50
2.60
6.60
2.80
0•..10
0.30
0.50
0.60
0.70
0.80
0.80
0.10
0.10
0.20
0.20
0.20
O.BO
0.20
0.80
0.00
0.20
0;20.
0,75
0.5
·- 0
0
Plate Analysis Results
20.30
0.90'
0.20
ra:::
b
y
-
~
~-~F
-r / .r···
.
;~
.·t.t(J.~
Mx
0.75
~9
0
IT
0.9a
0.8a
0.7a
-i 0
~4
i;:L
0.5a
0.4a
~4
-4
0
~4
i:
41
~9
-3.
'j[
5;
·8
·6:
-3i
-2:
2
2
5
0.3a
0.2a
-4!
M1
i
5
3
·I
0. ia
·2
·2
-3
-5
4
-7
x qa 2/1000
BOT.
0
-4
-14
-24
-30
~~d~
Fixed
[;::
/I IIIII/ //I/ I/ Vi
b
TOP
0.9a
O.Ba
0.7a
o.aa
o.sa
0.4a
o.sa
0.2a
0.1a
BOT.
O.ib
0.9b
"~~ -23
{ -49 ...)- -22
~47
-22
.. 21
-46
-45
-20
..:43
-18
.. 16
M39
-32·
-12
-21
~a
-8
-3
0
-1
0.2b
O.Bb
-2
·2
·2
-2
.. j
-1
0
.,._x
0.3b . 0.4.b
O.?b
0.6b
O.Sb
13
22
12
12
12
12
1'1
21
iO
1
9
1
5
0
-3
1
-5
20
20
~"'"":)
7 2~
~4
2S
MX't
TOP
0.9a
O.Ba
.0.7a
O.Ba
0.5a
0.4a
END
r
0.3b
0.7b
M1 0
••J9
~21
0.1b
0.9b
1\
6
s
-1o
\-21/
·9
20
18
21
16
13
18
8
1
-6
9
o.sa
o.2a
1
-6
o.ia
0
0
0
BOT.
0
14
o.aa
-18
·8
0
0.2a
0.1a
-14
0
BOT.
0
-5
-2.
0
0
.-6
0.5b
·-·
-711.7
5
9
5
5
9
10
9
9
9
8.
10
10
g
6
2
-3
0
-1'
0.4b
0.6b
10
-2
9
0.1b
0.2b
0.9b
O.Sb
1
0
0
0
0.9a
O.Ba
0.7a
0.6a
0.5a
0.4a
23
22
···-f'Q
10
5
5
5
4
END
TOP
MX
My
.-9
.....,.. ..
o.Ba
~d[:;::
~
END
0.5b
-9
-9
F
1.,
...-:1
My
0.4b
0.6b
0.3b
0.7b
0
-1
-1
Free
Moment= Coef.
0.2b
O.Bb
TOP
f-----> .-::
1- q -.j
O,ib
0,9b
END
i
0
0
1
1
2
4
5
5
0
0
D
0
0
END
0
3
2
0
2
4
3
5!
5
6:
7
<1f'-·s)
7'-,
8 .
0.4b
0.3b
0.7b
4
,,.... ..--lj
4
r
-7
~s2 ·~·
"'~-....... ""
O.Sb
0.6b
3
1
2
1
0
1
1
1
i
0
0
1
1
2
3
0
0
0
0
0
3
0
1 ....._ _11
1
z·
2
3
5
6
5
0
4
5
7
6
0
0.1b
0.2b
0.3b
0.4b
o.eb
o.ab
o.?b
o.sb
0
0
3
0
0
0
0.5b
TOP
~
0
0
0
0
0
0.9a
-4
-2
0
1
1
2
2
2
2
2
2
O.Sa
~4
-2
0
0.7a
0.6a
.0.5a
-4
-4
-4
-2
-2
-2
o
a
1
i
1
·1
1
BOT.
0
-2
-6'
"11
Mxy
TOP
o.9a
D.Ba
O.?a
END
0.1 b
0.9b
0
0.2b
O.Sb
0.8b
0.7b
-13
0.4b
0.6b
2
3
T
-14)
0.5b
0
1
1
1
1
0
o
·o
o
o
o
o
0
0
0
0
0
0
0
0
0
o
o
0
o.sa
o
0.5a
0
6
2
0.38
0.2a
·0.1 a
0
0
0
1
2
2
-3
BOT.
0
0
iO
0
1
o
o
o
o
o
1
2
3
1
·2
3
0
0
0
.0
0
1
i
1
0
0
0
o
b
0
......._,o_A.,...a--+-.....----.,o:+----=o+---""71+----=-11---=-'o--·~··a
0
Rectangular Tanks
~.
GONTlNUOUB ItE.CT.A.NGU~An PLA.'rEs
r---a
-r-/'~
TI-IEORY OF
·LATES AND SI-IELLS
~
a
;:3
b
245
--->-1
I
f=--.!-g;.._ :1;
y
Fm. 121
T.A,.gLE
Bl!lNbiNG MoliiBNTs ToR UNrFoh:~lLY
5S.
.,.. -
MirlLIIo cf fixed cdgt!
Ocular of pJu.r.o
S. TIMOSHENKO
bfa
Profe::,sor Emeritus of Engineerinf! Jl{eclwnic!l
Blanford Univer11ily
---
llf.: =
S. WOINOWSJCY-K.RIEGER
Profe.:J:t:or of Enuinee.ring 11{echanics
Laual Uniu&rsity
~
tX!qt1
= (J,q£'1
},.f v
lff= = -y1qP
fl•
O:jl
lffv
==
.;,
-0.0833
-0. 082[}
-0.0703
0.0063
0.0417
-0.{1571
0.6
0.0118
-0.0408
-0.0571
0.5
0.01~0
0.0381
-0.0571
0.7
o.s
0.0178
0.01!)8
0.0344
-0.056!1
-0.0736 .·
0.021Hi
-0.0559
-O.OGIH
0.0
0.0209
o.. o~52
-0.0540
-0.0~88
1.0
0.0213
-:-·0. 0513
-0. 05(3
0.0210
1.2
0 ..0213
0.024.8
0.0284.
-0.0581
-0.0639
L3
0.0313
O.OHJ3
~0.0687
1.4
0.0337
0.0181
-0.0726
-0.0538
-0 .055<1
-0.£J5G3
-0.05GB
1.5
0.0358
0.0169
-0.0757
-0.0570
:___0,0780
-0.0571
-0.0571
0.0203
Factor
~!q{%
1'&
0
1.1
8ECOND EDITION
LoAusu PL.t:.rEs rN CMlF. G
0.2, l =- UJe sma.Her of spnns a. o:nd b
qb1
----
flt!!l:
-
1.6
0.0312
o.p157
1.7
0.0385
1){0140
-0.070!J
1.H
0.0305
O.Ol36
-0.0812
-0"0571
LO
0.04.02
0.0408
0.0120
0.0118
-0.0822
-0~0571
-0.082U.
0.0417
0.0083
-O.OB3:J
-0.0571
-0.0571
2.0
I:C
---
--·-·
-
--
1
---
-~-
--~--
...
~---
ing eifeot of i;ho surrounding wo.lls1 Lhe nnisoLropy of the plnLe itself, n.nd Uto inncouru.l!y
in estimating Lhe vnlue oi such canetnnts llB the Poisaon ratio "Ho~vaver~ we oo.n simplify t.ho procedure of cu!culn.tioo by rostriding lim Fourinr
BI!rfe.s1 tapr-e.aentjng n. bending momont in Lha pln!.o,. to ita initinJ Lcrm or by rep[n.c:irrg ........,
Lhu aatunl values of moments or slopes nfong: some support of Lho pl~tc by t.hnir V"i
avemge vnluea orr finnlfy,. by uso of o. .moment. (HsLribuUen pwccdurc. 1
\
Iv.rcGRA W-I-IILL BO.OIC COMPANY
New York
Toronto
1U5D
:Landau
fi4. "Bending ~f Plates Supported by Rows of Equidistant Columns- ~
(Flat Slabs). If the dimensions of ~he plate are Inrge in comparison with . ~
1 For such methods ace 0. P. Siess nnd N. M. N~wmnrk, Univ. Illinuis Bull. 43,
11150, whem B. further bibliogr11phy on ~he subjud is given. See nlaa Llw pnpe.r af
H. M. \Vestergaurd, Proc. Am. Con.crt'Jla lrnl., voL 22, 1926, which eontn.ins vnlunble
coodlueiona regarding tho desjgn of
·----·· ...,. ... - . -- ··-
. .... ..
. .--···· ......
!:.!On
f.inuous flo·or sla.bs.
-
---~-
........-...... -·--· __ ,..,......... _,
___
,_
-~..:..
--------------------------------------------------------~-------
('":of.'=\
_.._c_-eJif
CEil . ~~~:"~
/ fOT~~\
1
ij;r C I
.a
6
j~~a
f1 nJ
Apn
f\
~ ~
~ ;
I
? ~ ?,fifl.
' u ..,JJ,..,
BY:._____
DOORS OPEN
180DEGREES
I
54
l
-112 (TYP)I
'
4 7/16
---~-
FLUSH DROP
HANDLE
E
_l
3/8 STAMPED
LETIERING ON
~
UNDERSIDE OF RIB
(MANUFACTURER
NAME & DATE)
S1EEL AUTOMATIC
HOLD OPEN ARM
CD
-~
..-- -r-
+1
lD
-.....
r-U)
tO
~
•
~
n
.((I
"'<t"
!D
1/2 DfA. X 1 1/2 LG.
ANCHOR STUDS
2" HIGH BEAD \IJELDED
LETTERING TO BE
~
DOORS OPEN
DOORS CLOSED
s_s.
SLAMLDCK WITH
PENTA HEAD BOLT
9GDEGREES
SPECIRED AT TIME
OF ORDER
1/4 FlOOR PLA1E~
fORMED ANGLE fRAME """""3/16 STEEL PLAlE
"-.,
fro
-3'
(SlEEL) .
I
+1
48 ~ 13~
J
1
.
0
~
1- MATERIAL: STEEl. !-lOT DIP
LOCATIONS WHICH" MAY OCCASIONALLY
•. :____ ~···=:;. ..: ;. .,. . . . . ;,:r~....~ ••~~... -~-=-~·--
...
.
WHEEL ~OADS
~.---~ ;.._,-~ ....=..:.:;:.-..~~-
-
'.rElS DRA.'IrlNG lS :II:!E SO:.;E l?.ROP.ERTY OF
~~~~
U.S.F. FABRICATION INC.
HIAt.£.1Ji, FLORIDA
:;z2';~
2- LOADING: DESIGNED FOR OFF STREET
LEiS.
COPnmTln' @ .3012
ALL BIGm'S .RESXRf.liD
~;:~S
o"'&:j
,
GALVANIZED AFTER FA8RICA110N
RECBVE 15,000
-..:.~~~~·~·..,·~-~-~-.v-~.
,_.
§
tii
-----~=..==::..~;~
~~1315
g~a;~ L
~i:j2
~
•'WITH
-·
- ..~ -· . - -· ·- I
·-
1-
•
- . - ___.. ·.""
I
13365 SOUTHERN PRECAST DR. ALACHUA, FL. 32615
. (386)462-2015 FAX (386)462-5701
1.)
2.)
3.)
4.)
5.)
4'x 6'x 40f' I.D.
2-PIECE MANHOLE
Concrete 5000 psi @ 28 days.
Reinforcing grade 60.
Walls, Base & Top 6" thick.
(4) 18" X 18' X 4" Thinwall Knockouts.
Approximate Wts: Base 8,040 lbs (2.01 cy)
Top
1,000 lbs (.25 cy)
COIL THREAD LIFTING
INSERTS 2EA. SIDE
6.) (4) Plastic Coated Lifting-Pulling Irons..
46"
7.) 13n Square Thru-Fioor Sump W/Cast Iron
Frame & Grated Centered In Floor.
8.) 48"x7t Galvanized Lift Assist. H-20
Rated Hatch-W/ "ELECTRIC'' Covers.
9.) %"¢ Coil Lifing Inserts in Flattop.
10.) "EVERGRIP~990" (Or Equal) Joint Sealer.
·11 .) (16) ~"0 Polymer Rocking Inserts.
1
*"
1
l
(12-EACH)
11
18"x18 x4" THINWALL
KNOCKOUTS
1··~ PVC Ground Sleeve
4-Piastic Coated
Pulling Irons
13" SQUARE-OPEN
SUMP W/CAST IRON
FRAME AND GRATE
CENTERED IN FLOOR
PROJECT NUMBER:
2003.020.001
Page 1 of f..7__
DESIGN COMPUTATIONS FOR:
OOCEA Fiber Optic Manholes
4'..0 11 X s•-su X ·5• ..6u 1.0.
PREPARED FOR:
Southern· Precast, ln.c.
13365 Southern Precast Drive
Alachua, Fl 32615
PREPARED BY:·
DELTA
E. N· G I N E E R S
164 COURT STREET, BINGHAMTON, NY 13901
TEL:(607)231..S612 FAX:{607) 231~6650
E-MAIL:rthornton@deltaengneers.com
lnternet:www.deltaenglneers.com
-~
CAST~IRON RING
COVER (BY OTHERS)
RISER, IF REQ'D·
(BY OTHERS)
~,-
I~ .
,,
#6©7"o.c. (MAX. SPA.)
.. i
F/
;
f'
v
I
I
~
I
I
:-......
I
~
>-<
,,-.....
·,
I
/)
(f)
I
\_#4 TRIM
BAR (TYP.)
SEE NOTE 6.
.--
;:tO
#4@9"o.c.,e.w.
~0
~~--
ADD'L REINF._/
.-)N
I
-
""\
~
'h
r-...
J
\.
u
'
@><
(()<r:
*=~
.........
..J
=(.0
.
I
~.!
I"'.
0::
~<.(
on..
b
I
I
36"(li_:]-
~.....
I
#4@12 11 o.c.,e.w.
I
~
I
I
l
\
"r-0
#4@9"o.c.,e.w.
I
PLAN VlEW
(TOP SLAB REINFORCEMENT SHOWN)
4'-o"
\
I
i
7'-6"
SECTION VIEW
6'-6"
f
i
i
...
•
I
't
I
I
. . . , . . ._
12"x12"
' ,'
' ~MP~/
.
....---<_
/'
/
~
l
PROVIDE 1/4>; P£R FT.
SLOPE T0 SUMP IN
I'- FIELD BY OTHERS.
USE BONDING AGENT
BETWEEN PRECAST &
C.I.P.
\
\
I
'
,....,.
2" CLR.
#4 BARS EA. WAY ' ' ' _,~
JSEE SECTION VIEW)"l\
' , , • (1YP. U.N.O. )
•
II
., t:"\
~..
I
1'-9"
LAP
(TYP.)
PLAN VIEW
(WALL REINFORCEMENT SHOWN)
#4 DIAG.
TRIM BAR
(TYP.)
OPENING DETAIL
NOTES:
1. DESIGN LOAD = HS-20 W/0.83' -2' FILL
2. LATERAL EARTH PRESSURE = 85 PCF
3. CONCRETE STRENGTH = 5500 PSI
4. REINFORCING STEEL - ASTM A615, GRADE 60,
5. OPENINGS, SIZE AND LOCATION, AS REQUIRED.
6. PROVfDE ADDITIONAL REINFORCING AROUND OPENINGS
EQUAL TO THE BARS INTERRUPTED, HALF EACH SIDE.
TITLE:
4 '-
o" Xs' -
SEE NOTE 5
. X6 ' - 6" MH SUMMA.RY
6''
DELTA
ENGINEERS
164 COURT STREET, BINGHAMTON, NY 13901
TEL: (607) 231-6612 FAX: (607} 231-6650
PROJECT:
SOUTHERN PRECAST (OOCEA MHs)
DRAWN BY: SDG
CHECKED BY:
SCALE: NONE
Qll!J
DATE:
11/10/03
JOB No: 2003.020.001
NUMBER:032001 ( 4X6.5)
Delta Engineers, PC
1'64 Court Street
.Binghamton, NY 13901
(607)231n6600 Fax
ProJect: :4M:O~/xei~~enxO.l~6.'!:iMB!iilliin;;,:::i~;
POP~A§.t~hq$:r~J;[ty1H$.H~iFHi:
cnent: iSbilitnefniEf:~cmsfHHHniW~Win
Job Number: i4o;o$.~o.Zo;~oq1ih::HiiWLH[iiii!U\lt
File Name: !O.S:1i7:S01!(4x5U5):J~lsHiii!iHiH!Yi
Entered By: i$QG.H%tHiH~~n~il!i(H1HiH11\il1:Unmf:
Checked By: Q::Ja.. u/lo/cs:f
Date: :trtvtot2.Q.O?.HU::IHH~Hil!H!iHiYHE
Sheet:
)
of__._/7....___
(607)231~6650
PRECAST VAULT DESIGN
DESCRIPTION
Length :)ji:!:~=HH6;50"- ft
Width f~:>VHi:'4·lo.r:r ft
Height 'HH;UHH6:50i ft
Wall Thfckness :i!!Hi\/;!d!$_:oo: in
Base Thickness ;iHiHHH5;0:Cf in
Cover Thickness ;!i):=;~tiHH!$;()p·; in
Earth Cover (Max."Assumed) :HHiY!HH2;:Q£f ft
Earth Cover (Min.) T!~i~iiE!HiHI!.:?~~ ft (Based upon min. height. of frame & grate)
TECHNICAL DATA
Concrete Strength :W:i~('!Hii:ds:;S= ksi
Yield Strength :~Hl?:iHUUJ~P~ ksi
Equivalent Lateral Fluid Pressure ~iHtiHHOlO:S5: kef
Unit Weight of Soil ;f!iiHEHHHit~p: pcf
Un'it Weight of Concrete :nHeHlH:l15rt pcf
E 4.23E+06
n
6.9
k
b1=
0.775 (.85-.0S(fc-4))
frRho min
Rho max
556 psi
0.003333 (200/Fy)
0.026804 (.75Rho~b)
Zmaxlim~liiUHhni~QJSevere Exposure·
I
l
442
Design Wheel Load I!H:!!d!HU::H115l kips
Uniform Live Load jiFEiliH!!ifiUEiiP~ ksf
I!
t
0.414
0.862
K
t
AASHTO HS20
Capacity Reduction Factors:
p~ ~ ~ =~:l" "i:;, .,.,. :;:~ ;:; -=; ; ~;l ~,.,.,.·t:f. .,.,~:" "i
Load Factors: ,.,..,..._.,.,.,.....,.,.,....,.,.,..........
Gamma [!i)~~HHi!H~hf~$.;
Beta - LL :nHHi!HHU1H6tir
Beta- DL :nnfHiH1YH11!i~t
Beta - EL tiHWiHtHHHttt.
Sanitary coefficient (ACI 35.0) :\hFii~Hni.)LdiiO~
References:
1. "Specifications for Highway Bridges. 16th Ed."- MSHTO
2. '1Building Code Requirements for Structural Concrete"- ACI318-95.
3. uRectangul-ar Concrete Tanks"- PCA Publication.
4. "Theory of Plates and Shells~>- Timoshenko, S. 1'959.
5. "Standard Practice for Minimum Structural Design Loading for Monolithic or
Sectional Precast Concrete Water and Wastewater Structuresn - ASTM C89078.
I
lI
Project: 4'-0"x6'-6"x6'-6" MH
Job#: 2003.020.001
Sheet:
4
By:
Live load
Length
Width
Span
16 kips
6 in
4.27 ft
5'- 6'
6' "7'
1(/!dfo?
'
1.3
2.17
1 AASHTO 3.24.6.1
1
Fill height
Soil load, ksf
Slab wt., ksf
Total dead foadl ksf
Dead load momentl kip-ft.
0- 1'
0.12
0.08
0.20
lm2_act
1.30
4.27
0.49
5.48
1'- 2'
2'- 3'
5.97
12.53
3'- 4'
4'- 5'
0.24
0.08
0.32
0.80
1.20
0.36
0.08
OAB
0.60
0.08
0.44
0.56
1.40
1.00
0.08
0.68
4.27
5:06.
4.27
4.64
1.10
1.10
5.86
12.01
0.72
0.08
0.80
2.01
1.71· .
1.00
1.00
0.84
0.08
0.92
2.32'
1.00
0.42
1.06
0.28
0.72'.
0.21
0.52
5.74
2.46
2.43
2.54
0.16
0.40
2.72
11.49
4.13
3.78
3.75
3.88.
LL Moment (Distributed), kip-ft
Total Moment, kip-ft
Ultimate Moment Mu
11/10/2003
4ft
4.50 ft
e;:;::
Dead load factor
Live load factor
Distribution width e, ft.
LL Moment (Concentrated), kip-ft
Uniform Uve load, ksf
))
of
Date
Date
6.5 ft
Thickness
2~Way .slab factor ~ Uniform
2-Way slab factor- Concentrated
SDG
Ch k By: .f)Ci'b
This spreadsheet determines the controlling fill height for design assuming concentrated wheel loads for the
1st 3' of fill and distributed loads over 3' of fill.
HS20 Truck Single Axle
Distance Between CL of Wheel and. CL of Truck~
Wheel Load:
Tire Contact Area ;:;:: .01 P:
Length
Dual Wheel Dimensions:
Depth of
Fill (ft)
2.0
2.5
3.0
3.5
4.0
Distrib.
Length
5.17
6.04
6.92
7.79
8.67
Distrib. Lengths
Width Pverlap
4.17
5.04
5.92
6.79
7.67
NO
1.67
DLA
ftA2
21·.5
YES.
60.7
YES
76.4
YES
Y.ES
93.7
112.4
3.0 ft
·16 kips
160 inA2
Width
0.67 ft
Uniform
Load
gsf
743.2
527.1
418.7
341.6
284.6
Delta Engineers, PC
164 Court Street
Binghamton, NY 13901
(607)231-~6600
Fax {607)231~6650
COVER SLAB DESJGN
1 WAY SLAB
MAIN REINFORCING
PARALLEL TO TRAFFIC
AAS HTO 3.24.3.2
ProJect
Job#:
Sheet:
41wO"x6'-6"X6'-6" MH
2003.020.001
By:
SDG
Chk By:
Wall Thickness=
Span=
.6.00 in
4.50 ft
Slab Thickness=
Earth Cover-
6.00 in
1.00 ft (Controls)
5"
M
/1
of
Date 11/10/2003
Date ubfJ/tJ*3
I '
Bar cover=lH!~iTiiAT$0.;/in
d=
Dead Loads:
Soil=
4.13 in
0.12 ksf
Concrete=
0.08 ksf
Additional Uniform Dead Load= kHiHWH!~~P.P.ll ksf
Total =
Mdl=wiA2/8=
0·.20 ksf
0.49 kfp-ft
e=4+.06S=
4.27 ft
p=(L*1)/e=
4. 87 kips/ft
Mll=ps/4= ___
5_.4_8 kip-ft
Mu=y[~(L+l)*Mll
+ f3n*Mdl]==
Estimated Steel Area==
Trial 8 ar Size and Spacing As=
Distribution Steel= .As/S panA .5=
Rho
a=
$Mn=
k=
j=
fs=
de=
A=
Z=
12.54 kip-.ft
o. 78
in.sq/ft.
o.7B
ln.sqlft. 1 use #fmm:~j© lnwHi'illn
0.36 in.sq/ft.
_
Use #_!HH?~@
10 in
0.0153
Rho*n= 0.104962
'(AASHTO 8~17)
0.810 in
12.68 kip-ft
OK
(AASHTO 8~16) ~
~·
0.365
0.878
26. 13 ksi
1.875 In
26.25 sq.ln
95.6 kips/in
Note: Shear considered satisfactory per AASHTO 3.24.4
OK
(AASHTO 8h61)
I
Delta Engineers, PC
164 Court Street
Binghamton, NY 13901
(607)231"·6600 Fax {607)231-6650
MONOLITHIC BASE SECTION
WALL DESIGN
COMB. UNIFORM & TRIANG LOAD
PCA Rectangular Concrete Tanks
Width, c=
Wall Thickness=
b/a=
cia=
6.50
C
SDG
rm·
of
Date
~-=~---
Date
-~~--
,:r-=====1
.Soli Loading Diagram
I
Height, a= k.:>TY$:i0:0 ft
Length, b::::
4'-oux6'-6 11XB'-6" MH
2003.020.001
Project:
Job#:
Sheet:
By:
Chk By:
ft
4. 00 ft
$!
a: -· ··-············--···--···········--··---·.!
i . ~----- ----- ---------,~"-----------·.. -_]!
6.00 in
:
2.17
1.33
.--·--·--··--·------····----~ss-----~
().6
0,2
Plate or Tank.hH+/Pl=~~~~
OUTSrDE FACE
Bar Cover-j~E~!HiiiH!i+~~~~ in
Uniform Triangular
PCA Case # :):EEH~~>n/ jj\FiUi~H:~ll%\ ·
0.8
Wk&l
Peff=
0.085 kef
wt= jli~E[0\106 ILL Surcharge
w2=
0.59 ksf
w3= 0.845 ksf
(~~)M~=xh~~i~~ g~:;~:: iil~i;i:;·;::~j~~~ ;::;l;;i::::::~~~ .~
Max horiz. neg. moment=
1.73 kfp-ft
M~w~oog.mom~~~~~1-~4~5~k~~~~~~~~~~~~~~~~~~~~
Mu
~Mn
Bar Sz
Sp
d
As
a
Horiz
Vertical
· 2.92
2.46
4.25
3.66
Uniform
Triangular
~i!niHAHHnE~ HH~)i!U 3.75 0.26
TW;HH\4.1HiH!ii lit:HS1EH 3.25 0.26
Side Edge Shear coeff.=IWt1HHHOU9.3!hE!~HHiUO:i28lr
Vu=
3.14 kips
Bottom Edge Shear coeff. l~iHHH:o:n~a(HH1HHJli46.l t
=
Vu=
CRACKING CHECK
Vertical:
Horizontal:
~Vc=
Rho*n=
ldb=
12 in
min lap=
21 in.
0.046052
OK
Rho=
0.005818
Rho*n::: 0.039911
0.245
j=
0.918
fs=
· 23.02 ksi
k=
de=
A=
z::::
Cracking Moment- Mcr=fr*S=
2.25 in
40.5 sq.in
103.4 kips/in
3.34 kip'"ft
lI
I
I
I
I
I
ksi
in
sq.in
kips/in
5.58 kips (AASHTO 8-48)
4.87 kips (AASHTO 8,48)
3.23 kips
Rho:::: 0.006713
k=
0.261
j=
0.913
fs=
22.44
de=
2.25
A=
40.5
Z=
100.8
0.28
0.28
OK
I
I
Delta Engineers, PC
164 Court Street
Binghamton, NY 13901
(607)231~6600 Fax (607)231~6650
Project:
.Job#:
Sheet:
By:
Chk By:
INSIDE FACE
4'-0,.x6,·6"x6'-6'' MH
2003.020.001
_ _ _7.....__of
SDG
I7
Date 11/1 0/2003
__..Ou_(JJ_ _ Date
t 1,/(tSiaJ
Bar Cover= jn.Hn:!H~H:iiS:I in
Uniform Triangufar
PCA Case# fHiHLS!H!iHii iiHHH3HHii!ii
(+) Max horiz. Coeff.= n~iUiiin!O,;IntPZ iHHEiH!O.)Q~$.
(+)Max vert. Coeff.= HHiHO'l027: 1HHUO.l.O:t5.
Max horiz. neg. moment=
0.61 kip-ft
Max vert. neg. moment=
0.18 kip~ft
Horiz
Vertical
Mu
~Mn
1.02
0.30
2.49
Bar Sz
Sp
d
As
:1n~WHi\~tHi\HH ~U\\i~:lH 2.2s o.2s
3.07
.:ii~HiilHAW::HH: HH9\EH 2. 75 0.26
a
0.28·
0.28
I
!
!
i
!I
~
l
li
I
Delta Engineers, PC
164 Court Street
Binghamton, NY 13901
(607)231-6600 Fax (607)231-6650
Project:
Job#:
Sheet:
By:
Chk By:
MONOLITHIC TOP SECTION
WALL DESIGN.
UNIFORM LOAD
PCA Rectangular Concrete Tanks
CaseS
{Use· Max. Uniform Pressure·,w3 .. Conservative)
4'~0"x6'"6'•x6'-6
11
MH
2003.020.001
f!
/7
of
SDG
Date 11/10/2003
_...()@&;.<..::·;;.;..__ _ Date
t
1/!6/oJ
Soif Loading Dfa.gram
Height, a= hiHiiH:!i~~l~9.0'Ift
Length·, b=
6.50 ft
Width, c==
4.00 ft
Wall Thickness=
6. 00 in
b/a=
1.86
c/a=
1.14
0.2
o.s
0.4
o.a
Wkof
OUTSIDE FACE
Bar Cover= ;~:j[~;U!nHHmi2: "in
Max horiz. Coeff.= +~H;!nJkZ4Si
Max vert. Coeff.= %ni!nnQ~J[$2.i
Max horiz. neg. moment=
1.55 kip-ft
Max vert. neg . moment=
1.14 kip..ft
Horiz
Vertical
Mu
2.62
1.92
~Mn
3.22
2. 1a
Peff= 0.085 kef
w1 =lHJlit:OZll LL Surcharge
w2= 0.213 ksf
w3= 0.51 ksf
.BarSz
Sp
d
As
· a
UHELHH41HH!ili HiW2t~E 3,75 0.20
0.21
H)U~Annmn! ii!nt~UH
o.21
Shear coeff.= !~nijH~UnuP.;;B~tl (Max.)
Vu=
2.59 kips
~Vc=
3.2s o.zo
5',67 kips
INSIDE FACE
Bar Cover- iUH))i)]fir<H!i~(in
Max horiz. Coeff.= iHU\ildtW0~8i
Max vert. Coeff.= :1jHliU0~10.i27:;
Max horlz. neg. moment=
0.61 kip.-ft
Max vert~ neg. moment=:
0.17 kip~ft
Mu
~Mn
~·
Bar Sz
Rho 0.005.035
Rho*n= 0.034539
k=
0.231
j=
0.923
fs=
23.16 ksi
de=
2.25 in
A=
Z=
54 sq ..in
114.5 kips/in
OK
S.p
d
As
a
Delta Engineers, PC
164 Court Street
Binghamton, NY 13901
(607)231~6600 Fax (607)231-6650
BASE SLAB DESIGN
FIXED 4 SIDES
Timoshenko Theory of Plates
And She Us • Table 56
2003.020.001
Sheet:
-:::----J...__Of
By:
Chk By:
SDG
OD
ID
6.5-0 ft
4. 00 ft
Length=
Width=
Base extension -long end~i;}!:'H';':Pifllliinches
Base extension - short end ~;;yjiii~}p;:otr rnches
Wall Thickness=
6.00 in
Slab Thickness=
6.00 in
b/a=
1.63
4'~0 11x6'M6"x6'.:e•r
Project
Job#:
7.50
5.00
7.50
5..00'
MH ·
~/..:...7__
Date
--..:W~__ Date
11/10/2003
ll,U/oJ
ft
ft
Total Base Length
Total Base Width
ft
ft
Loads:
Soil=
9.00 kips
Cover slab=
2.81 kips
Walls=
11.21 kips
Other- HEiHHO.ibD~Ikips
Total Dead Load=
23.03 kips
Live Load= fi:WW!H~2LOoilkips (2)-16 k Wheels 4'-0" apart from adjacent trucks.
0.61 ksf
Net upward bearing pressure tbdl=
full=
0.85 ksf
VVu=
2.65 ksf
Bottom Cage(-}
Transverse Coeff.= :Hih1UQ1S:o; ·
Longitudinal Coeff.= HmH~tJ~;$:11l
Bar cover= :HlinHHHil2(tfOi in
Transverse Moment=
1.83 kip-ft
Longitudinal Moment=
1.34 kip..ft
Mu
ljlMn
Bar Sz
Sp
d
As
a
0.26
0.26
0.28
0.28
~-
Vu=
5.30
Steel Distribution for Crack Control rransverse
Rho 0.005818
Rho*.n= 0.03991-1
k=
0.24'5
j=
0.918
fs=
24.38
de=
2.25
A=·
40.50
Z=
109.7
kips
ksi
in
sq.in
kips/in
OK
~Vc=
5.67. kips
Longitudinal
0:006713
0.046052
0.261
0.913
20.71 ksi
2.25 in
40.50 sq.in
93.2 kips/in
OK
OK
Delta Engineers, PC
164 Court Street
Binghamton, NY 13901
(607)231~6600
Fax (607)231~6650
Base Slab Continued:
1
Project:
4'~0"X6 ~6 11x6'·6u
Job#:
2003.020.001
Sheet:
By:
Chk By:
SDG
/0
MH
of
Date
--~:fm~-- Date
17
11/10/2003
IJ/tol2_3
r
~
Top Cage(+)
Transverse Coeff.= %iH!;O.\iQ~(1:2:
L · t d' 1c tf .;;;:::::o.:o":srt
ogrn u ma oe .= :~~;:;:::::::·:.:·:~: .: ::.
Bar cover= ;g;:g:!=:~g:~.;PP~ m
Transverse Moment=
0.87 kip~ft
Longitudinal Moment=
0.37 kip-ft
Transverse
Longitudinal
Mu
Mn
BarSz
Sp
d
As
a
1.58
2.49
1~!inHi4it!EiHT :H!d:9.!HH 2.25 0.26
0.28
1---o-.6-7---t---3-.0-7--r:i~EH~m;o;.;W4~:H~H~iH~\i~iiH+;.;.\!9~i1~H+-2-.-75-+-0-.2-6-+--0-.2-8---I
~--~~------------~----~--~--~----~
Longitudinal
0.007933
Steel Distribution for Crack Control rransverse
Rho 0.009696
Rho*n= 0.066519
k=
j=
fs=
de=
A=
Z=
0.054425
-0.304
0.899
19.80 ksi
2.25 in
40.5 sq.in
89.1 kips/in
OK
0.280
0.907
6.78 ksi
2.25 in
40.5 sq.in
30.5 kips/in
OK
Delta Engineers! PC
164 Court Street
Binghamton, NY 13901
(607)231-6600 Fax (607)23'1-6650
Project:
BUOYANCY CHECK
(Structure @ Grade)
Job#:
Sheet:
By:
Chk By:
4'-0"x6':..6"x6'w611 MH ·
2003.020.001
II
_.._____
SDG
~a::ee::~~~:n--~~~~ :~~ ,,:,:::::;.:,!.·~:~~~ ~~~~:~
Base length
7.50 feet
Base width
5.00 feet
Water table - fl. below grade!Hnm:::H'Ji'JStllfeet
Top of structure above grade Ei!U:HHtO.O feet
Depth: F.G. to bottom of base
8.33 feet (Min.)
DOWNWARD FORCES:
Soil
Cover
Walls
Base slab
Soil over base extension
kips (Based upon 10"filf)
kips
kips
kips
kips
OtherHEHHdtOOI kips
Totar
20.57 kips
3.74
2.81
11.21
2.81
0.00
UPWARD BUOYANT FORCE:
1.9.49 kips
Difference=
1.08 kips
Safety factor-
1.06 OK
D(l3
of
Date
Date
---~-~...;;;..;;...-
;~--~.or 11
f
Shear= C5 X q x a
4
CASE3
Deflection = Cd qa
1000D
1------ b ----1
iJiiiiRJMi.LII____________________
::
LOCATION~
~f{V'-)_ =.
A
3.0
4,0
0.50
Bottom edge - midpoint
2.5
0.50
OA8
0.45
0.27
Side edge- maximum
0.38
0.37
0.33 b~z.;
Side edge- midpoint
0.23
0.24
0.25 (),U 0.26
Arong Midheight (y
~
4.0
END
0.1b
0.9b
3.(1
0 ...
0
2.5
0
2.0
0
1.76
0
1.5
1.25
1..0
0.75
05
,.~
...
~
0.2b
0.3b
O.Bb
0.7b
-
0.43
0.26
0.26
8.70
10.10
10.50
1.60'
4.20
6.40
7.70
8.10
1.10
0.70
.............
3.10
4.80
6.00
6,30
2.00
3.20
4,00
4.30
1.50
2.40
3'.00
3.20·
0.50
0
0.40
1.00
1.70
2.10
2.30
0
0.20
0.60
1.10
'1,40
1.50
0
0
0.10
0.~0
0.60
0.70
o.ao
0.30
0,30
0.00
0.10
0;00
0.20
0
0.10
0.10
0.1-0
o.oo·
j
zi
1.25
1.0
0.75
0.5
OAO
0.36
0.32
0.26
0.19
0.26
0.25
0.24
0,22
0.17
.0.26
0.25
0.23
0.19
0.13
=a/2)
6.20
...... ·~--
D
'-16
0.5b
0.4b
O.Sb
.. 2.60
-
1.5·
1.75
2.0
() l
~
!
l
l
~
I
II
I
Along Midspan (x == b/2}
~.
BOT;
Q.1a
0
0.60
0
0.50!
2.0
0
0.4oi
1.60
1.20
1.75
0
o.aol
1,5
0
020~
1..25
0
1..0
0
0.75
0
0
0.10
o.5
0
0.3a
O.Sa
0,4a
O.Sa
0.7a
o.Ba
.0.9a
4.70
3.80
3.1'0
7.5o
6.90
10.50
13;60'
16.70
19.70
8.10
10.30 i
12.40
14.40
4.70
6.30.
7.90
9.30
2.20
~.!....3Q,
___§.~to
5.90
10.70
6.50
22.70
16.40
12.00
7.i0
t.OO
1,'80
2.80
3.20
3.80.
4.20
4.60
4.90
·0.80.
1.30
1,00:
2.30
2.60
2.80
2.90
0.20 ..............·
o~oo
0.90
1.30
·1.50
1.60
1.60
1:so
0.10
0.40
0.20
0.10
0.60
0,70
0.80
0.30
0.10
0.70
0.30
0.10
0.70·
0.30
0.80
0.30
3.00
1.50
0.60
0.20
0.00
0.20
0.00.
0.70
2.40'
1,90
j·
Plate Analysis Results
·;.
0.2a
4.0
3.0
2.5
I
0.00
"
0.10
__
4.30j'
o.1o I.
0.30
O.iO
TOP
2S,ao·
1BAO
13~20
7.70
5:,?.Q. :
3.10
1.50
0.60
0.10
0.00
1I
ra- .
b- 25
y
/3 Of .11
Mx
END
TOP
-15
D.4a
~9
o.sa
0,1b
0.2b
o.sb
0.4b
0.9b
0.8b
0.7b
0.6b
0
-1e
o.sa
0
·4
1·
·4 ·--
s
O,
o
5
3
3
0
~·r-----
5
·· o
O.Sb
s
~a·
-1
-6
-fo~·---::r2
f--:o::-:.2~a~---4::-----:~4:-t----_1:-:::3+-i--=~2;-";'4+----:.:;:
.. 3~1·-·- ·~·.34
o.1a
END
My
0.2b
0.3b
0.9b
0.8b
0.7b
20
-~ '--25
-.2.8
TOP
0.9a
o.sa
o.7a
0.1b
o.ea ..
~-
-2:2
m67
.. jg
~1
6
6
-11
0.4a
~44
0.2a
0.1a
BOT.
·32
-18
·6.
0
o.sa
24
22 -.
:--·-· ....
20_
Hi
18
12
14
ft7
-4
-3
-3
6
5
3
14
9
.. 1
-6
-2
~5
~13
g
4
3
-4
·9
-12
-21
-18 1
o.sa
o.5a
j
;;:
~
-• ,._: F
.
Free
I
,.-:
k4
~12
0.2a
o. 1a
0
0
-22 .. ......
BOT.
··-----·o
Mx
END
IT /}1/); [-)~ - '? If
.E
r;.a/!ly If)::. {:_8
e:t::
d ~ ;11.-:r.!+Jt: 1r
~
·
Fixed
~
~
TOP
(}.9a-
0.8a
!).7a
o.sa
0.. 5a
0.4a
0.3:a
0.2a
0.1a
BOT.
0.1b
0.9b
·27
~
\. ·66 D ... ~2s·
-
;:?~
'---~·
Hf
16.
16i
.13
.-
13
0
'"""'"(}
7
7
..
7
13:
12.
~--T3f--:ro.-·-
9·
6
·-o9 .-·-··-~·ift-·--·-o-...
6
--0
0
0
·-
.. 5
"'6
3 --· 0
"a
0
0.2b
O.Sb
0.8b
0
12
--
0.7b
0.4b
0.5b
O.Sb
·~·
... ~-~..... ~.~-~-· ~
~19
..
Plate Analysts Results
.. 3
-2
--~
1
-4
-· -10
o~·-
-61
~14
0.4b
0.6b
0.5b
0
·o
0
0.7a
-12
-1.2J
-3
0
2
5
3
O.Ba
-4
-4
0.6a
~11
-1
7·
_6
10.
12
·:8!
1
7:
10:
15
15
10
-6:
~
-41
-2
-8
,. -6
~22
-35
-44
-20
-48
-69
0
4
0.4a
0.3a
- .:•• --;;;t---
...... ~1
0
END
TOP
0~
0.9a
O.Sa
0.7a
0
2___
. --·· 0
- 3!· --:f2
~17
0.2b
O.Bb
0.1b
0.9b
6
8
L---=
5
7
· :s2.
0.3b
0.4b
0.7b
0.6b
7
~---7
5
5
·s;8:
7
·8
5
0
10
9
o.5a
-·- ··o.
1
12
0.4a
0
1 0·
12;
13
...5
B
0.3a
1
2.0
-"1'6
~
o.ea·
-8
.a
-16
-17
BOT.
a.
0
11
... 1f.
..... _. 0.
o·
ol
B
.o
13
i2
.a
0
. 'lo'
11'
1'1
9'
6i
oJ
5
10
A
·,,
( 1'6
'-+5""
---.. ·io
···-·--o
-19.
··~:;g
(
·86~
-----
o·
4
41' ....-6
-·
O;
22
0
~
0.5b
0
24
....
1s9. ...
o.sa ·- -:"fa.. ---·----6 -----·iF ·· ·... fs -··
0.2a
0.1a
0
0.9b
~13'
Mxy
)
0.3b
0;7b
0.2b
O.Sb
0.1b
-12
BOT.
-·-·:rs
or
13
..
15
TOP
0.1a
~23
16
-··.-- 22:
-59 ---:20 r-···-s .... ''""f5
21
14 ... 19
4
·16
.. -55
-- ..... 5
'"16 ....
.. 5Q
12
5
·42
12
-9·
10
~32
B
-5
.3
.. 6i
·6
··M··a
7
0.9a
0.2a
j:/1111 ~/If/ //•I
END
13
'14
14
..... o·· ..
o.3a
Moment= Coef. x qa:2f1 ooo
My
11
·3
I
·~·
~d
l-q--1
...
0
0•
0
b41:1= z,n;
F
-·-•,-:e
.,.,.
·-·
{)
... ·· -o:------ITJ:---··---i-4 -- -12
0.4a
1/1 v;l-J ::-7(
~
0.2b
0.3b
0.4b
0.5b
0·.6b
0.8b
0.7b
11
6
11
140
g;
g
i3
11
0
,.
------·~-~
.9...... T3
11 1-- 6
:{,Vjt/r.-{j7(Jt.Afb- P'OTl...
b 2.0
a=
y
.•
0
0
21
· ~,....
~s2
0.9b
0.9a
0.7a
·
'0.1b
TOP
o.sa
17
8' ..
p
24
14
END
Mxy
~6
17
5
..... ·:{5 --..
-·Tai·-~·
4f
:."f4
-53
0.5a
4
0.5b
0.4b
0.6b j ~
26 [
28
:ss·: ... ~s-f
-12
~1
4'
..
0
0
... 0.
6
0
6
0
..
6' -·
5
3:
0
0
0
'61--o
2- 19
.
Deflection
cA·ses
Et
f
x qx a
Shear = Cs
4
=1Cdqa
000 0
3
D=--~
12(1·p 2 )
Dd!liWGU
~OCATtON ~
f-0/Z b~.:: /J86; !)~:; 0) 19
Sif:A v&-- (} I 06 ~ Cf.JVJJ"l./i_..(
./\
3.0
4.0
Bottom edge - midpoint
Side edge- maxltnum
Side edge - midpoint
1.03
1.68
0.45
2.5
1.75
2.0
0.95
{},et o.as
1.59
0.75
1.47 /J'JJ 1.26 /j )/1.12
0.47
0.50
o.!.'l.o.53
1.01
1.5
asvo~54
1.25
0.66
0.56
0.95
0.77
0.51
0.54
1.0
0.75
0.5
0.22
0.33
0.45
0.58
0.46.·
0,40
0.25
0.37
0.25
\)
( JJA56
{)AIIf}
JJ; ;
0 r &f
bJIA:-z..J7;' s~rr;-~ o.v
Along Midheight (Y
~
END
·4.0
3.0
·o.1b
0.2b
0.3b
0.4b
0.9b
o.ab
Q.7b
O.Sb
29.30
34;30
35.80
0
D
8.00
2:0.20
4.80
13.30
20;80
25.40
0
3.30
9,50
19.10!
0.
2.00
5,80·
[)
1.40
4.20·
-·-
=a/2)
0.5b
27.00
20.40
13.10
~.-~-
1.0
0
0.30!
0.80
15.30
9.50
6.90
4.60
2.70
1.40
(1.75
o·
0.10
0.30
0.50
1.80
0.70
0~70
0,5
0
0,00
0.10
0.10
·o.1o
0;20'
2.5
2.0 ..
1.75
1.5
1.25
o·
0.90,
2.80
0
0.50
1.60
12,20/
·8.90:
9.50
-6.40
5.90
3.50.
3.80
1.90
Along Midspan {x
~
4.0
SOT.
0.1a
2.00.
0.28
o.aa
0,48·
0..5&·
o.6a
47.50.
0".7a
59.6Q...
o.aa·
0.9-a
=b/2)
TOP
71..80
84.20
96.50
69;00
3.0
0
1.60
5.80
11.80
24.90
19.00
35.30
«.3.70
52.20
2..5·
0
1.30
9.20
14.60
26.40
32.40
38.30
44.10
50,00
2.0
1.75
0
0.90
4.60
3.10 ·.
27.00
20.40
60.60
6.20.
9.60
1.3.10
16,60
20.oo·
?.6.40
2.9.60.
0
0.70
2.40"
4.80
7.10
9.50:
11.90
14.10
23.20
16.20
18.20
·20.30
9~00
12.40
0
7.40
15.20
35.80
1~5·
0
1.70
3.20
4.80
6.40
0
1.10
2.10
3.00
3.80
4.50
5,10
10.20
5.60
11.30
1.25·
0.50
0.40
7,80
6~QQ...
5,60
1.0
0
0.20
0.70
1.10
1.60
1,00
2.10
2.30
2.50
2.60
2.80
·- 0
0.10
0.00
·0,30
o.·50
o·.so
0.80
a.oo
0.~0
0.20
0.20
O.BO·
0.20
0.80
0.10
0.70
0.20
0.80
0.10
0 . 20:
0.20
0.75
0.5
0
Plate Analysis Results
·:*
t"
•
'-·f"""""------------------------------------.
'1//V'llt,
r()tt.
!s'OF /1
Z;vJ!;,t;A.,;f.4 rr;
jj;4st-
y
I
•
t
A = 2.5
hi~;
I'
8
~
~rr
=r---- ~
~ 1
~e
~~·
ct
I
.
Fixed
z
!11-11:
x
Moment= Coef. x qa 2/1000
END
. ~
TOP<..
o.aa
o.aa
0.7a
O.Ba
0.5a
0.4a
Or3B
02a
0.1a
BOT.
~334
0.1b
0.2b
0.9b
0.8b
:J
.::0_25
~se
20
~88·
19
17
15
12
9
4
..224
.sa
-182
-142
·56
..44
-1()2
-32
-64
-29
-22.
-14
0
-9
0.3b
0.4b
o.7b
o.sb
0.5b ·
~T~O~P-+--~-6~7~--o~--~o~--~o~--o~--~o
,__...,0~.9-a-+-------:_e=-=s+---~-:-=1s+---4~------:-1:.:+2--.1-:::-St--A---:-::-I::_-,..
o.aa
·54
-17
6
17
22
\. 24 ) D
~--::o:-:.7:-a-r-""""":.4;:"5t---_~1s::-~---::6+-----:;1-=7t--~22=+-_,_2~·;3l'l 4
.__.,o,_..4,.....a-+-~-:::-2-=-ol---_"7:12,-~-__1=5:4---:::~2....,...41----_-=-32-::-~--_3=s1
,j
b
0.2b
o.ab
e ~ If/ r..., If)~ j().,
k
1
""'
~
(1).::
7
1- -1 -,.,..tttt/tttrtrl/
j.
0.1b
o.eb
,_....,o..-:.B~a--+--_-;;:-·s-=-~6---1-:-::2+---:=-ts--17"::o+-----;-1'"'="3P.-.--::-::-131
d
~
END
l"'i (-): "'t 3J
.~,:
~
q
AA
F
1va
. Mx
1
I}J '4 (;..) :. ~ z9~
Free
~ F
z 17/'
0.3b
0.70
74
aa
sa :'"--'93
END
TOP
0.9a
o.7a
42
31
38
39
0.5a
18
21
3
22
0.4a
-9
4
-12
.. 18
-28
-35
-28
-44
..54
s
·11
-4
~5
-3
0.1 b
O.Ba
o.sa
0.2b
54
60
-6
···-:ro ···--:n
-121
-130
-186
:lAQn...
-269 · (~6 ·
O.Sb
0.4b
~0-.9-b~0-.8~b-+.~0~.7~b-r~0-.6-b~
0
o.aa
82
70
56
52
·28
s---.,o,....,.a,..;.;a_,__-"7·1~3---1-,-:::5+-----::..;3-::13,--·-.s=-4
0.2a
-6
·23
.;59
.. gs
0.1a
-1
-34
-93
·149
BOT.
o -46 -1'39 -219
78
66
53:
61
·2
0.4b
O.Sb
0.6b ~~
96
102~
0.5a.
47.
O.Sb
25
0
0
49
57
45
25
0
0.
0
0
0
0
0
49
57
46
25
0
50
58
47"
25
o.
51
59
' 47
. 26
50
59
47
45
25
24
0
0
0
48.
57
44
51
40
21
41
32
17
0
25
0
1'9
0
10
0
0
o.2a
0
36
-37.
o.1a
-57
BOT.
0
0
22
0
0
l
I
I
ii
i
l
I
l
j
'\
I
j
·i
END
o.aa
0
-14
.. ,6
. ,Q
D.9a
END ~o~.1:-b-+-":""o.~2b:-+_o~.s~b-·~o~.4~~b-t o.sb
-.--
0.9b
O,Bb
-226
-192
·i61
-79
-69
-57
~45
s:
0.-4a
p129
-96
..33
-22
~i 3
o
o.sa
o.sa
0.2a.
0.1-a
BOT.
·62
·30
..s
0
-7
..e
7
7
55
48
41
6
3.2
21
1o
·3'
a
-5
··17
·31
-11
~19
;:;ur
Plate Analysis Results
fS!!tf
0.4b
0.7a
-38 .
0.6a
0.5a
·32
~14
0
2
4
6
0
0
10
16
19
17
10
-3
14
23.
26'
23
13
-4
0.4a
-1.9·
~7
6
4
-3
0.3a
0.2a
-12
·9
-14
-24
-31
-6
·1
0
-33 .
-59
..54
.. g7
-70.
0.1a
BOT.
·13
-21
-30
-96
-8
Mxy . END
-122
-193
-155
~o__
•1-=-b-~----o.":"'!alb-+·--::o~.a":"'b-+--=-o-::.4:-Jb-1
l
0.5b
0
16
c 28)
24
14
-75
o~sb
· 0.6b
TOP < -275 ) -97
8
65
~o~.9~a~~-~.,~~==~~-s~ar---~7~~60~--8~6~~9~4.
o.aa
0.3b
_,.,-- r) )
0.9b
O.Bb
0.7b
0.6b
93 ~ 102 /
t--'!!T~O~P~-~0,__~36~-4~2+.-~3~4+--~19::+--""'!"fO
0.7b
0.7a
O.Sa
0.2b
~o~.9b~.~.o-.B-b~-o~.7~b~o-.s~b~·
·55
-53
·45
TOP
My
0.1 b
78
68
57
44
85
74
61
~o~.9~a-.+----.0~~31~----3~9+-~3~·2~~18~--~0 1
o.aa
0.7a
. 0.6a.
o.sa
a
o
0
o
32
33
34 .
39
41
32
34
43
44
35
ss
sa
o
o
18
19
20
20
20
o
0 ·
o
29
47
31
o
44.
36
13
o.sa
35
13
33
41
33::+·
~
~5
-23
0.2a
0.1a
0
0
28
·22
·-39
18
34
22
27
1'7
15
9
0
0
~41
BOT.
0
0
0
0
0
0
0.4a
o
----:1;-;,a+-!-~01
Sh&&
2-49
\j
\
24.5
CONTINUOUB RECTANGULAR PLJlTlt3
r---o-~->i
,.,.~
.... .,.,._...._,J'_,_
r-~·
TI-IEORY OF
PLATES AND SI-IELLS
I .
8
oc• .J1
b . --J
'
I
'
~
i
~
Lo
. :L_?/r.//h' '77//?/,
y
FIG. 121
TAJJLE
56.
'BENDING MoMENTa roa UNn'onMLY LoAo~o Pt.ATE:l IN CA!i.l'l
v -
0.2, l -
the smaller- of
Cnulnr of pinto
b/a
S. TIMOSHENKO
---
Pr!ljuuar EmerituJ of Engi:n.ssring Mechanic•
--0
Stanford Unioersilu
:5. WOINOWSKY-KRIEGER
i.
Projf!.UGr of Engindering Mechanie3
Laua.l Uniuenity
BECOND EDITION
~
M,..-
a,q~ 1
It{. ._. jJ ,ql1
P•
«t
&(ULn:l
Middle of fixed O(lgn
1ft.. - ,..,ql1.
k.,...
,..,
l,q£1
.5,
-0.0833
-0.0820
-0.0703
~0.0571
-0.0571
0.6
0.0417
. 0.04.08
0.0381
0.7
0.0178
0.0344
-0.0560
-0.073(} I
0.8
0.0108
0.02119
-O.Q559
-0.0064
0.0
0.0200
O_.Of52
-0.0540
-0.0588
1.0
1.1
0.0213
0.0248
0.0213
-0.0513
-0.0513
0.0210
1.2
1.3
0.0284
0.0313
0.0103
-0.0581
-0.0639
-0.0687
1.4.
0.0337
0.0181
-0.0726
L5
0.0358
0.0169
-0.0757
-0.0538
-0.0554
-0.0563
-0.0568
-0.0570
~.0
0.0312
0.0157
:....o.o7so
1.7
0.0385
o(ot4U
-0.0709
1.8
LO
2.0
0.0305
O.Ot36
~0.0812
0.04.02
0.0126
-0.0822
0.0408
O.Oll8
0.0083
-0.08:ZD.
-0.0833,
....
0.0417
0.0203
6
a and b
0.0083
0.0118
0.0150
0.5
••
,.
'l'
,..__
-0.0571
Fnct.or
-·
qb'l
--~
qa'~
-0.0571
-0.0571
-0.0571
-0.0571
-0.0571
-0.057l
--
-.....J
~
'"t\
---
~
--
t>
ing effeolt of tho surrounding wnlls1 t.bs anisotropy of t.he plate it.s"elft nnd tha fnacnurn.r:y
in cstima.Ung 't.he v~~.lue of aueh oonetrmts u.s lhe Poimmn cn.tio "·
However, '\Ve uu.n simplify the procedure of cnlculn.t.ion by rcfllrictiog tho Foud~r
sericsJ representing n. bending moment in tho plate. lo ita initinl term or by replacing
Lho n.otu11l values of moments or slopes n.Iong aomo support of tho plato by their
average vnl~ea or, pno.Jiy, by U!lO of n. moment. diat..ribut.ion proccduro.l
64. ·Bending of Plates Supported by E,ows of Equidistant Columns(Flat Slabs). If the dimen~iona of ~he plate n.relu.rge in comparison with
l For such. methods sue C. P. SicBS n.nd N. M. New·mark, Univ. Illinois Bull. 4:t.
1\'icGRA.W-I-IILL BOO!{ COMPANY
New York
Toronto
1950, \Vhera a. further bibliogrnphy on the .subject; is given.
Londo-n.
Be.e n.lso the pnper o£
H. M. \Vest.erganrd, Proc. Am. Concrel6 Im.l., vol. 22, 1026, wh.ich conlnins vn.lun.ht ..
1
condluaiona regu.rding tho design of oontinuo_u~!«~tl-..._~_-_~.,;,_'_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
1U5P
~l""=~.<=.=;.ot.=~"'-""'==-=-·-....cw""-=~ :--"'- ~--.::•="'=.::.:-....:::.•=----"'-~·~·~·~·-~.:.
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _....,.._____
r -r ~ ----=l_·
6
12
--,----,-------
1/4"
16
S.S. TAMPER
PROOF HINGES
S.S. AUTOMATIC
HOLD OPEN ARM
14
W/REO VINYL GRIP
_l
67
ACTUAL
80
1/4 X 1 F.B.
72
OPENING
(ANCHORS)
UF'T ASSISTANCE
SI...AUlOCK KEY
-.-4_
sw.tl.OCK f'LUG ~
S.S. WATERTIGHT SLAMLOCK
NOTES:
1- MA1ER!AL: STEEL. HOT DIP GALVANlZED
AFTER FABRICATION.
2- LOADING: DESfGNEO FOR OFF STREET
·<~.:~·
~-~···
:-:t.~
~~~-~:··~-'-~
- r•.,.;'fl.l
4
~ ACTUAL ~PENING --I
LOCATIONS WHICH MAY OCCASIONALLY
RECEIVE H-20 WHEEL LOADS
3- 316 STAINLESS STEEL BOLTS & NUTS.
4- APPROXIMATE WEIGHT: 1,083 LBS.
COPYRIGHT © 2011
ALL RIGHTS RESERVED
THIS DRAWING IS THE SOLE PROPERTY OF
S~c~
~~~0~------------------------------------~
z
;;:.
0
Lo.l
g~~~
U.S.F. FABRICATION INC.
§1;g:i
HIALEAH. FLORIDA
..r.o~
a~E;
HATCH AHD 48 X 72 STEEL
~i~::
W/UFT ASSISTANCE & SLAMLOCK.
:J-:w:::o
~= ~ l)'Wif..~
Q.
"§;
-----~~--~·----·······-.. ·--·"··--~-~-·-·-----~---~~----~--
t:H"-
:BY:
A.Q.ISCAm 1:16
~ tPWG.# 69389
.-."""'"-" --.
- ,,...,.. -
r~- '-~.!
LJftin·g/Handling Inserts
DAYTON/RICHMOND~
and Accessories
n•
r
CONCRETE ACCESSORIES
w
DW"'"M'WW"!
F""4S Eye
Nut~
77 IIIII if
&J
'R'
nun•-•• · 771
•
-
Foz49 Eye Bolt and f ..49·"A E)te Bolt
The Dayton/Richmond F-48 Eye Nut is cast from ductile Iron that meets ASTM Standard
A~536 Grade 80·55-06. The eye nut is cast with coil threads and !s intended to be u.sed
with B-12 Coil Rod that has been cut to the proper length. The use of the eye rwt will
eliminate 1he need to inventory several different lengths of eye bolts.
To make permanent length eye bolts~ it is possible ·to weld lengths of coil rod to the
casting. Since Improper welding techniques can result In reduced safe working loads,
Dayton Superior recommends that you contact your local welding supply house for proper
welding Instructions and techniques.
The F~49 Eye Bolt Is an F-48 Eye Nut supplied with a specified length of .coil rod that
has been welded in place, ·1n order to develop the F-49 eye bolt's rat~d load, the shoulder
must be tightened securely against the face of the ·concrete.
The F~48 Eye Nut and F-49 Eye Bolt are intended for straight tensile loading only; pulling or
lifting at an angle drastically reduces the safe working load and ls not recommended.
Safe Working Load provides a factor of safety of approximately 5 to '"\.
Note; Dayton Superior does not recommend·lhe.use of 1/211 diameter bolts for lifting/handling of precast panels.
FN-49 Eya Bolt
--A-The F-49·A Eye Bolt Is a forged, carbon steel, one piece, shoulder pattern eye bolt.
It Is available with 3/4" or 111 diameter coil threads and is stocked in 3·1/2" and 6" lengths.
Longer lengths are available on special order .
. In orderto ·developthe P·.49~A. E;:y~ BpW~ ..r~ted load, . the .sho.uloer ..must be tightened firmly ..... .
against the face of the concrete. The eye bolt is intended for s1ralght tensile loading only;
pulling or llfting at an angle drastically reduces the safe working load and is not recommended.
The F·49-A Eye Bolt meets material requirements of ASTM Standard A-489 .
. . .,; · ;~:~::r..:#~·f~::t~ ' '+"t
]~~~-
·~~
Safe Working Load provides a factor of safety of approximately 5 to 1.
P··21 -Wire Rope loop
The P-21 Dayton/Richmond Wire Rope Loop provides a fast method for
handllng precast items. Designed to work with 3/4 11 and 11' diameter coil
inser.t~ und~r straight tension loa~s only. Do not use under shear loading
conditions, Instead, use a swivel lift plate and coil bolt. With proper care,
the Wire rope loop. can be reused. Visual evidence of any deterioration ot
the wire rope is a safety feature of this product.
3/4" Cofl
5,200 lbs.
8-3/4"
2·1/211
Safe Worktng Load provides a factor of safety of approximattilly 5 to 1.
02/04
1-3/4"
rL21 Wire
Aopil Loor>
Diameter
93
liftirlg/Handling lnser~ts
and Accessories
DAYTON
SUPER.lOR
a. ·16 Straight Coil too.p Insert
Although simple In design and fabrication, the B~l 6 Straight Coli
Loop Insert Is highly efficient for lifting and handling precast concrete
elements. Standard Inserts are shown in the chart. Special inserts tor
use with larger diameter coil bolts, or with loops having longer lengths
and of heavier wire can be furnished, if required, on special order.
Safe Working Loads are based on 1/2" setback from face of concrete.
Safe Working Load provides a factor of safety of approximately 4-to 11n 3,000 psi normal weight concrete.
Note~
Dayton Superior does not recommend the use of 1/2" diameter bolts for lifting/handling of precast panels.
8~17
Double Flared Con loop Insert
.
The safe working load of the 8·17 Double Flared Coil Loop Insert is greatly increased over that of a B· 18 Single Flared Coli
Loop. This increase in capacity Is achieved by welding a second loop to tl1e same coil. By adding the additional loop, it doubles
the cross-sectional area of steel embedded in the concrete and at the same time, Increases the area of the shear oone.
The design of the B-17 insert leaves an open space between the two loops, allowing the B-17 Insert to "straddle" reinforcing
steel or-prestressing strands.
Standard sizes are shown in the chart and other sizes are available on special order.
Minimum spacing between inserts is twice the minimum corner distance.
Bolt
Insert
Minimum
Edge
MinJmum
Safe
Safe
Corner
Workil1g Load Working Load
Diameter Length Distance Distance
Tension
Shear
. ..... ... .
·. 5'1-"· · .. · ·: ;'::.:::1!Y1x
·.;; :<ll:$i·O·Ibe: ·,: ; · ·. 2·;180 lb~·,.,:,
< ;U~\; ~r· .i :z.·31a." . , · · · '9'.··· -::· ·.: '· ·;,is•!::
,'.,;9);oo 1Gs•. :. ·,.. '6 72o lb'· ·
1
::j~-112".
. 12" .. ;:· -" . ;·ts·~:::>.... :9 ooo lbs.· ... ·:JJ:§.oo:n)~;;.:
_:
-~
.
,
1
1-1/4" or
1-1/2"
'> ·_:
A
·. ·:i~~~ieii
B
c
D
o.s7.5" 5-~tiei_·: tN)/1e~~.
· fa". , . ·· .-.;·2z'.' ;. ::. ''·Ef,soo lbs. :·. · ',s,soo t~:>s:'
51'
15"
-=4J,.:9:::.50~Ib=-:s•......::....j--:.:::J2,~94~0~l::.:bs:!...-+--+-'-'----+-~1----l
12-1/2" !---=-9'..,...'-+----'-15=-"-+-.....:::9;.!.;,8;...:1..=..0.:..:::1b;.;:;;s.:............J-....:._7L:,1.=:20::...clc::::bs::.:.--l12·1/2" 0.440" 5-SW 5-3/4"
12"
18"
11,150 lbs.
10,960 lbs.
-··-·-~---'----J.._ _;.,i8=-"-.....~..-..-=27.:....."-..L-...:.1.=.13,c::;.50.::..;0::....:1.::.:bs::.:...__J,__;,:13::.~;,5::..:0:..::0...:.:Ib::.:::s.:.....__~ _____,~___.,!____,__ ._ _ _ _
Safe Working Loads are based on 1/2" setback from face of concrete.
Safe Working Load provides a factor of safety of approximately 4 to i in 2,000 psi normal weigh! concret·e.
90
07/07
.
--
..,..,
···~-,_
.
13 SQ.
~ 3 --l
~~ .
t\"
\:'0:'1
I'0Sl
.• .
~"SS--yI
·J
1
~------~-15.SQ.~--------~
l
~
.
..· ·...
·I
: .
c _H--) r . -)- c - )
1
12 SQ.
15
~-----..::.._
l_c1/2
~
t-------
.·. .
I~
-
··~·-
r:c . )) c
c · .· ) c
) ( )
( ) ( ) c ")·
c )c )( )
(
--~~
)
)
(
(
)
15
)
~ i
·[~f
d
•
•
£\~_U.S. FOUI:JDRY & MFG. CORP.
~~tl~
N.OTES:
'12:.__.,
34-
MATERIAL:: A.STivl-A48 CLASS 358 GRAY IRON.
FRAME WT: 25 LBS·: APP.
GRATE WT: 15 LBS. APP_.
LOADING: LIGHT DUTY
..
~-.:.-""--i· ~
.......___._
.
MEDLEY, FLORIDA
USF 4602 FRAME & 6125 GRATE
OWN. BY:
DBB
CHK. ElY!
'-=-r__..... _ _ _ _ .......::r_.,,...~ ....... ,..;--...::.~·-·~---~-~-~---~-~~=--~-•·
Fax to:
Approved/Notes
Customer
---------..····~---·-·
1-·
PA
{
Project
Fax#
r-~~·
;l'"j
Spring City PA 19475
fax: 610-948-4975
- !ship Date
I PA Insert Quote/Order#
Date
Corp
tel: 800-220-4857
I Job#
~~o~---··
fn~ert
P0Box199
I
t-L!
t
I
t
l .__J
d'
r
~- . ·~ j
email; .sa!es@pennsyfyaniainsertcom
I Page
web: ww-.v-.pennsylvaniainsertcom
of _ _
NEVV Pl-1 (HYTREL ™) PULLING IRON
FEATURES;
WHY HYTRELTM ?
- 1/2" CARBON STEEL PRESTRESSED CABLE - 270 KlPS
,~-~PPRqyED BY BELL LABORATORIES
-TREMENDOUS STRENGTH
.: VIRTUALLY INDESTRUCTASLE (UP TO 40,000 LHq)
-POLYESTER ELASTOMER PLASTIC ENCAPSULATION TO PROTECT
-(SAFE WO~KING LOAD FOR PULLING CABLES== 11.000 LBS)
AGAINST CORROSION
-VERY RESISlANT TO CHEMICALS, OILS, AND SOLVENTS
- 1/Z' CABLE iS FLEXIBLE
- Hl.GHLY RESILIENT
~
-__,RETAINS FLEXABILITY AT LOW TEMPERATURES
.
.·
LARGER HOOK AREA
-SNAPS SECURELY INTO PA INSERT P-OCKET (ORDER SEPARATELY)
.
.
:-RETAINS PROPERTIES AT ELEVATED TEMPERATURES
HYTREL ™ POLVESTER ELASTOMER
PLAST!C COVER BY DUPONT
.
.2i,e?1:-~!
CUPS CONNECT PULLING IRON
TO PA INSERT POCKET
9"
~
~
~
27"
SEVEN STRANO 1/2" DIA STEEL
CABLE- 270 KIPS {270,000 PSI)
~
:}·!''"·.
12/08
-----------------------------~-~-~~~·=-"='~.,.,.-~=----~~-•"•~-··-·~~~·-""~'~-n•=~--·-·•--~,.-,,-•4•--•---···-----··-·---·~------~-··--·----·--·--------
TECHNICAL SPECIFICATIONS
Nete; Sale Working Load provides afactor of safely or approximately 4:1. Table is based on aminimum concre1e compressive strengltl of 4,000
psi. When using as aPulling Iron, loads from this cilart may be increast1d b)r 33% lor aSafe Wor!d11g Load of 3to ·1.
IN Sli CKAND READY1~ SHIP!
UTILITY liFT ANCHOR I.JFTJNG SYSTEM
062011
UTILITY LIFT ANCHORS
Anchors available in two wire diameters: .444" .671"
*Standard Finish Is Hot-Dip Galvanized
TECHNICAL SPEC.IFICATIONS
Note: Safe Working Load provides a factor of safety of approximately
4: I . Table is based on a minimum concrete compressive strength of
4,000 psi. When us.ing as a Pulling Iron, loads 'from this charl: may J)e
·increased by 33% from a 4; 1 safety factor to a 3: I safety factor.
Anchor Identification
Lo1 Number
'I
·~
'·,·
.·.· .··....
''[)IJ\M E.T.
1"
~
F:.:,~:::; c:~
-
\\...,,
... i
/\~.
Jte:
Customer:
~v
1:
Job:
~v
2:
Owner:
-
...............
....,.
\1>
Bolt
IN-025
l
1/4"'
Dio..---I
B
c
\larking
Ultif'late
Loo.cl
Strength
20
3/4'
1"'
1-1/2"
140 lbs.
700 tbs.
N.C.
r
H/21/01
A
Threo.cl
Dio..
Insert
F. 610.948.9750
or email yolir raquest to: sqfes@pennsylvonioinserlcorn
I
.......
PO Box 199
Spr_ing City. PA 19475
p. 61 0.948.9688
You con find this information onHne at: pennsylvanioinsert.com
Model
.,.l'll!llll'
Pennsylvania
Plastic Insert
~------------sAn--------------~
....
IN-038
3/8'"'
16
3/4-"
1D
1-112 11
220 lbs.
1100 lb.s.
8200 lbs.
IN-050
1/2"
13
3/4"
1-1/4'"
2-3/4"'
1640 llos.
IN-OSOS
1/2"
13
314 11
1-1/4"'
1-3/4"
1640 Uos.
82-00 tbs.
IN-063
5/8"
11
15/16"
1-3/8"
3"
3360 !.bs.
16800 t!as.
IN-075~
10
1'"
1-1/2'
3-1/4-"
3500 lbs.
·rN-100
314 11
1..
· 17600 lbs.
18700 lbs.
IN-150
1-112 ..
3-3/4"
5-1/4...
3740 ·lbs.
8
1-5/16
1
1-3/4"
coil
1-7 /8"
2-1/4"
4560 tbs.
22800
~!as.
Inserts he. ve been tested with 4000psi P'lix in tension o..nd sheo.r.
Threo.ds Must be rutty engaged to achieve loo.ds tisted o.bove.
J
o.pprox. 1/2-" l
I
"clr
• • J .... - ' - - "
¢"D",
~
1
n
l!
tued to
surfo.ce
1
To.p-Dn
II
L
Fo.stened
Specific c. tions1 Plastic insert sho.lt loe injection· MOlded -therMopto.stic insert o.s f'lClnt.if'uctured
loy Pennsytvo.nio. Insert, Spring City, PA. Mo.nufncturer sho.ll ho.ve o. P1inif>1Uf'l of ten years
experience ln the Mo.nufo.ci:uring of plo.stic inserts. Insert sho.ll be insto.ltecl with "to.p-on ..
P10unting ·-::d:ucl which sho.tl be fo.stene-c! or glued onto the forl'lWOrk.
Insert sho.ll kle usee! in
o.ppllco.tion which ho.s been field tested to ensure sa:fe working land bo.sed on fleld cohclition.
Insert sho.ll not be used in field conditions tho. t exceed 185 cleg. F.
Insert sha.tl be;- used
wi.th grucle · 8 bolt cind fulty threo.cled to ensure AO.XiP'lUn strength.
I
l ---- ·-
Stick-On
. __J/BJT
I
D.tsdo.IT'!er: PA Insert na.kes no Vla.rranty· that the. therMoplastic inserts described herein a.re Mercho.n-to.ble or fit
for o.ny po.rtlcutn.r purpose o.nd there o.re no wo.rro.ntle-s, express· or il'l.ptlec!. which extend beyond the description of
the ther!'loplo.:stic inserts set herein. The purc)"la.ser o.cknowledges the PA Insert ha.s no controt over the
.
insto.tla.tion o.nd use o-f -the product. Accordfngiy, PA Insert co.nnot assuMe responsibltity for o.ny da.Ma.ge arising out
of' il'lproper use or !nsto.Hation o.P Its prqdw;::t;s: ?A Insert products o.re intended .for use by1 tro.lnecl, qua.li-Hed, a.nd
experienced users only. Nlsuse or lack_ of supervision a.nd. Inspection Mo.y result In sedous injury of' death.
--------------------~----~~~----·--.c- ~=·~--·~·----
. ·--·---..-··--··-••-'""" .. •· ·-···
I'
. v;
.
..... :
POLYMER MUDrFIEII CONCRETE JD!NT SEALANT
'
Evergrlp 990 is a concrete joint sealant made with a unique blend of
asphalts enriched with high grade polymer.Available in convenient
strips, Evergrip 990 is a preformed, ready"to-use, flexible gasket that
provides an excellent seal for concrete pipes, culverts; manholes and
other precast concrete joints.
A polymer modified sealant, Evergrip 990 offet·s significant:
advantages over non-modified sealants:
.. 60'% more adhesive strength
• 366% more cohesive strength
• Greater elasticity
• 40% higher ductility
• Consistent performance ove1· a wider range of temperatm·es
• 'Provides watertight seal
.. For concrete joints of all sizes and shapes
• Extruded strips for easy application
• Available in standat·d slzes and lengths
• Asbestos free
• Odorless
• 100% sotids
• No primer necessary
o No shrinkage
EVERGRIP 990 STRIPS
PO!.YMER MODIFIED CONCRETE JOINT SEALANT
Evel'grip 990 meets or exceeds all requirements of ASTM C 990,
U.S. Federal Specifications SS~S~2l OA, Type I, Rope Form and
AASHTO DesignaHon M~.198 75 !,Type B. Ce1·tified to meet or
exceed highway department specifications.
Concrete sm·faces to which sealant is to be applied rnust be dean
and dry. Rernove all mudj dh•t, grease, oil and loose partides.
Remove release paper from one side of seaJant. Leave the outside
A
A
A) Sealant Plac<!ment
B) Jolnt After
B
papet• in place to protect the sealant from contamination and
stretching.Attach the sealant end to end to the leading edge of the
tongue or gt·oove of each pipe joint until a cohtinuous gasket is
established around the entire circumference of the pipe joint. Press
material fkmly into place through the outside paper. Remove the
outside paper just prior to jointing the pipe.Avoid contaminating
the exposed sealant with any foreign materials.Any contaminated
sealant should be removed and replaced. Do not disturb the gasl<et
Compr~sslon
GULF STATES ASP·HAL1 C:'D.'9! t..,P..
~O.k~liA"il:: SO$
$:Gutffi, Nou~wl\, T~IiWiiS 17$$1
i.~ff;p.fu~;tl.ll~ 1-:000.~6~1 ..():1.l$~7
I'
~-"s.~a,~:Ji'
& . . .!! ...
'.
.!
J
J
POLYMER MODIFIED CONCRETE JDlHT SEALANT
placement. Any displaced sealant should be repositioned prior to
jointing the pipes.
S5ALANT SIZE
PIECES/CARTON
FT./CARTON
3/411 X 2'6n
l"x 2•6"
I" X 3'6"
1/4 11 :X 3'6~
1/2" X 3'611
3/4 11 X 3'6"
211 X 3'6 11
50
35
28
125ft
87.5 ft
1:1.2.5 ft
98ft
20
70ft
13
10
45.5 ft
35ft
35
1
Read p"ipe manufacturer's instructions for proper pipe Jointing procedures. The trench can be backfiUed as soon as the joining process has
been completed.
Conditions must preclude contamination of the sealant during the
installation process by any foreign material such as silt or mud.
Store rn a dry area protected from the eleme11ts. Do not stack car··
tons over six high.
PIECES I
SEALANT SIZE
CARTON
MfCARTON
.l9,mrn..x 76lmm
50
25.4mm x 762mm
25.4mm x 1067mm
35
35
31.75mm x I 067mm
38,lmm x I067mm
28
29.9m
20
:21.3m
44.45mm x I 067mm
50.Bmm )( 1067mm
!3
13.9m
10
10.7m
38.1 m
26.7m
37.3m
Scrape excess sealant off surfaces.Asphalt stains can be removed
with non-hazardoust bio-degradable deahers. Use waterless hand
dea.ner on skin. Follow cleaner manufacturer's instructions: carefully.
Do not use flammable or combustible petroleum based sQ!vents.
Bitumen,% .by wt.
50-70
Inert filler content,% by wt.
30-50
Volatile matter, max.% by wt.
2.0
Sped fie gravity @ 77° F/25° C, (grim!)
[,2al,35
Ductility@ 77°F=/25°C 1 (em), min.
Min. softening point
5.0
320°F/160°C
600°Fl315°C
Min. flash point, C.O.C ..
Penetration@ 17°FJ25°C, ISO gms, 5 sec. (dmm)
Adhesion and hydt·ostatic pressure
Sag or flow resistance
Chemical resistance
Read and undemand MSDS sh11et
No sagging
No visible deterioration
before use.
GULF STAT:S& A&PHAL1' C·i.Q,.!j! L ..P ..
~ot ~ox:
50-120
No leaks (24 hrs.)
soe.
$i;!wtfu. rk:~ur.;;t~~ rQ)~~ 7!~1
·r~t~p,fuon~ I~&GO--t.ifll ..O~a1·
Carlon® Snap-N-Stac™
Combo S acers
Carlon® Snap-N-Stac™ Combo Duct Spacers are
specifically designed to replace the two-piece base
and intermediate spacer system, by combining the
conventional base and intermediate spacer into a
single unit!
Manufactured out of highly engineered thermoplastic
material, Snap-N-Stac Spacers are strong, durable and
able to withstand the rigors of concrete construction.
They feature an innovative horizontal and EXCLUSIVE
Vertical locking system and can be used as either a
base or intermediate spacer.
Patent Pending
Snap-N-Stac Spacers are available in duct sizes
2 3 4 5 and 6 and can be installed horizontally,
vertically or turned up-right for unique duct bank
configurations.
11
11
,
11
,
,
11
,
11
This NEW one-piece design makes underground
duct bank installations faster and easier than the
conventional two-piece system- saving material
and labor costs.
Carlon® Snap-N-Stac Combo Spacers... The IDEAL
Solution for Underground Duct Bank Installations.
Features:
• Conventional Base and Intermediate Spacer in a Single Unit!
• EXCLUSIVE Vertical Locking System
• Horizontal Locking System
• Installs Horizontally or Turned Upright
• Molded-In Rebar Holder
• 5 Sizes: 2 3.., 4 5 and 6..
11
,
11
,
11
,
• Reducer to Accommodate Smaller Duct Sizes
• Can Be Used as Either an Intermediate or Base Spacer
• Spacers Interlock Horizontally Regardless of Size
• Nonmetallic, Noncorrosive, Nonconductive
• Strong and Durable
• Easy to Handle
• Fast Installation
Innovative Solutions For Wire and Cable Management.
Gross Automation (877) 268-3700 · www.carlonsales.com · sales@grossautomation.com
How to Interpret the Part Number
Carlon®
LAMSON &SESSIONS
7F78 2.5M SP 10/06
© Lamson & Sessions 2006
Gross Automation (877) 268-3700 · www.carlonsales.com · sales@grossautomation.com
Carlon® Snap-Loc® Spacers
Carlon Snap-Lac duct spacers provide stability,
consistent separation and relieve direct stress for
duct materials encased in concrete, and direct
bury applications.
Carlon Snap-Lac Spacers provide:
• A side dovetail rail and groove design
allowing for side-by-side interchangeability
of conduit spacer sizes while maintaining
horizontal stability.
• Locking key ways incorporated into
intermediate spacers eliminate the need for
costly top spacers in each size. The locking
key ways provide for the use of a beaded
strap that secures the top section of conduit.
Rebar Holder
11
• 1 and 2 Snap-Lac Reducers allow fixturing
of 1 or 2 conduit inside larger spacers.
II
11
II
• The Snap-Lac Rebar Holder provides
stabilization on large banks of spacers.
Nonmetallic Snap-Lac Spacers are designed
specifically for use with nonmetallic duct, with
maximum O.D. dimensions as specified in
NEMA TC-2, TC-6 &8, TC-1 0 and ASTM F512.
The innovative vertical and horizontal
interlocking Snap-Lac design has tapered
joining slots with maximum tolerances for
easy job site assembly.
IMPORTANT:
1. The use of duct spacers for direct burial may result in excessive point deflections unless proper
design engineering is applied, such as the proper compaction of the appropriate backfill material.
2. Carlon is NOT responsible for Snap-Lac Spacers used in direct bury applications ... design engineers
and contractors are responsible for the design of the installation.
www.carlon.com
Gross Automation (877) 268-3700 · www.carlonsales.com · sales@grossautomation.com
225
Dimensions - Intermediate Spacers
Dimensions - Base Spacers
*First number indicates trade size of duct, second number indicates separation between conduits or ducts.
Accessories
KQ
qj7
Hole Dia. =.688 min.
!':"-~-~~-max.
r-(.-_?~- JTr:--~r·
II ,r] ,.i
j~'lll
~Jltj
f-:1 -
4"
;; .'
Rebar Holder
Specifications
Beaded Strap
Suggested Specification
(Duct) (Conduit) bank shall be encased in concrete with at least
three inches of concrete at the top and bottom and two inches on
each side. A horizontal and vertical separation between the ducts
of_* inches shall be maintained by installing Carlon high
impact spacers with horizontal and vertical locking intervals of
_**feet.
*Standard Separations of 1", 1112", 2", and 3" are available.
**Preferred interval between spacer assemblies is 8 to 10 feet.
Installation note
The Spacers and Rebar Holder are designed with a dovetail tongue and groove
feature for easy installation.
If required to permanently fix the position of a group of Spacers and/or Rebar
Holder, the following are recommended procedures:
1. Use Carlon Quick-set Cement glue during assembly or spot glue after assembly
to secure.
2. During assembly, deform the edge of the tongue or groove portion of the dovetail slide with a pair of pliers or similar tool. This deformation will create an
interference, restricting movement.
3. An assembled system may be wired together for additional support.
226
IMPORTANT:
1. The use of duct spacers for direct burial may result
in excessive point deflections unless proper design
engineering is applied, such as the proper compaction of the appropriate backfill material.
2. Carlon is not responsible for Snap-Loc Spacers used
in direct bury applications... design engineers and
contractors are responsible for the design of the
installation.
www.carlon.com
Gross Automation (877) 268-3700 · www.carlonsales.com · sales@grossautomation.com
Stock Sizes
* All Terra Tape products are available in
3"xl,OOO' and 6"xl,OOO' rolls.
* Many imprints in Sentry Line and Sentry Line
Reinforced Detectable are also available in
2"xl,OOO' rolls.
Fiber 0]2tic and telephone imprints in Extra
Stretch
Pre1nium and Standard are also
stocked in 3"x6,000' and 6"x6,000' sizes.
0 All stock 6,000' rolls are on plastic cores.
™,
Custom Sizes
Widths of 2" to 48" and lengths up to 10,000'
are available (depending on material selected).
Minimum orders may apply.
Options
0 Plastic cores.
*Dispenser boxes.
w Individual or custom boxing.
*Dispenser reels and handles.
* Shrink wrapping of individual rolls.
0 Coatings over the imprint (subsurface
printing).
* Export shipping.
* Terra Clips (see Sentry Line Detectable
tape section).
*' Large diameter sideboards and core
plugs for long roll lengths.
Not all options may be available on all
materials and minimum orders may apply.
Special Orders/ Options
Terra Tape may also be custom manufactured/ configured to your specific needs.
Please talk to your salesperson about the availability of your request.
9209 Almeda Genoa Rd. Houston, Texas 77075
Phone: 713/507-4251 Fax: 713/507-4295
ri@reefindustries.com
www.terratape.com
Call today for
technical assistance
or to place your order.
1.800.231.6074 USA
001.800.426.1447
exicc>
SENTRY LINE®-DETECTABLE
42-0039
42-0042
42-0037
42-0040
42-0038
42-0041
42-0064
42-0069
42-0123
42-0110
42-0112
42-0111
42-0095
42-0063
42-0068
42-0065
42-0100
42-0073
42-0074
42-0156
42-0157
42-0125
42-0116
42-0117
42-0154
42-0155
ORG
ORG
ORG
ORG
ORG
ORG
YEL
YEL
RED
RED
RED
RED
YEL
YEL
YEL
YEL
BLU
BLU
BLU
PUR
PUR
GRN
GRN
GRN
BRN
BRN
3"X1000'
6"X1000'
3"X1000'
6"X1000'
3"X1000'
6"X1000'
3"X1000'
6"X1000'
2"X1000'
3"X1000'
6"X1000'
3"X1000'
2"X1000'
3"X1000'
6"X1000'
3"X1000'
2"X1000'
3"X1000'
6"X1000'
3"X1000'
6"X1000'
2"X1000'
3"X1000'
6"X1000'
3"X1000'
6"X1000'
SENTRY LINE® REINFORCED DETECTABLE
COMMUNICATIONS CABLE
COMMUN !CATIONS CABLE
FIBER OPTIC CABLE
FIBER OPTIC CABLE
TELEPHONE
TELEPHONE
ELECTRIC LINE
ELECTRIC LINE
ELECTRIC LINE
ELECTRIC LINE
ELECTRIC LINE
HIGH VOLTAGE CABLE
GAS LINE
GAS LINE
GAS LINE
PIPELINE
WATER LINE
WATER LINE
WATER LINE
RECLAIMED WATER
RECLAIMED WATER
SEWER LINE
SEWER LINE
SEWER LINE
FORCE MAIN
FORCE MAIN
42-0046
42-0122
ORG
RED
6"X1000'
6"X1000'
FIBER OPTIC CABLE
ELECTRIC LINE
TERRA CLIPS TO USE WITH SENTRY LINE®
Required to maintain continuity from roll to roll when
conductively locating detectable tape.
60-0085
TERRA CLIPS - BAG OF 10
ACCESSORIES
75-0014
DISPENSER BOXES- REUSABLE
(for 3" x 1000' economy or standard)
DISPENSER BOXES -REUSABLE
(for 6" x 1000' economy or standard)
REELS AND HANDLES (with sideboards)
(for use with any 3" x 1000' terra tape product)
REELS AND HANDLES (with sideboards)
(for use with any 6" x 1000' terra tape product)
75-0043
60-0090
60-0094
APWA UNIFORM COLOR CODE
(ANSI Standard Z 535.1)
RED
Electric power lines, cables,
conduit and lighting cables
YELLOW
Gas, oil, steam, petroleum or
gaseous materials
ORANGE
Communication, alarm or signal
lines, cables or conduits
BLUE
Potable water
PURPLE
Reclaimed water, irrigation and
slurry lines
GREEN
Sewer and drain lines
All 6,000 foot rolls are shipped on plastic cores. All products are shipped in cardboard cartons, larger
orders ship in cardboard cartons secured to wood pallets.
Any Terra Tape® products can be custom printed with your own message, insignia or logo in up to four
different ink colors.
Other options include roll lengths to 10,000 feet and widths up to 48 inches, sideboards for 6,000 foot
rolls, plastic cores, end of roll indicators, multiple color imprints, custom packaging, export documentation and many more. Please ask your salesperson which options can be applied to the material( s) you
are interested in.
All information subject to change without notice.
01/08