199 322
199
MASONS SUPPLY COMPANY
Oregon (800) 537-3407 ♦ Washington (800) 537-6216
Clackamas | Eugene | West Eugene | Hillsboro | Medford | Portland | Salem | Wilsonville | Ridgefield | Seattle | Tacoma | Woodinville
M A S C O . N E T
Hooked Splicer and Hooked Dowel-In
Hooked DB-SAE
Hooked Dowel-In (DI)
A
B
A
B
Hooked Splicer Hooked Dowel-In
Hooked dowels may be substituted with a hook DB-SAE or
hooked Dowel-In. Hooked DB-SAEs and DIs will meet or
exceed those requirements as defined in ACI 318. All bars
are bent using the appropriate pin diameter.
(See the table for dimensions). The "B" dimension can be
any length necessary to meet building requirements.
ICC and SWL information available on request.
Dowel Bar Substitute Chart:
Bar
Size
P
y
1.25 P
y
Pult
System
Thread
Size
DB-
SAE
Bar
Size
Dowel-
In
Bar
Size
System
Min.
Stress
Area
P
y
1.25 P
y
Minimum P
ult
Range=95%
F
u
Actual
or 160% F
y
Specified**
#4
12,000
15,000
18,000
5/8"
11 UNC
#4
#4
.20"
12,000
15,000
19,200
#5
18,600
23,250
27,900
3/4"
10 UNC
#5
#5
.31"
18,600
23,250
27,760
#6
26,400
33,000
39,600
7/8"
9 UNC
#6
#6
.44"
26,400
33,000
42,400
#7
36,000
45,000
54,000
1"
8 UNC
#7
#7
.60"
36,000
45,000
57,600
#8
47,400
59,250
71,100
1-1/8"
8 UN
#8
#8
.79"
47,400
59,250
75,840
#9
60,000
75,000
90,000
1-1/4"
8 UN
#9
#9
1.00"
60,000
75,000
96,000
#10
76,200
95,250
114,000
1-7/16"
8 UN
#10
#10
1.27"
76,200
95,250
121,920
#11
93,600
117,000
140,400
1-9/16"
8 UN
#11
#11
1.56"
93,600
117,000
149,760
Grade 60 Rebar Loads-lbs. (Kn)
Grade 60 Rebar Loads-lbs. (Kn)
Bar
#4
#5
#6
#7
#8
#9
#10
#11
Min. "A"
Dim.
5"
(127)
5"
(127)
6"
(152)
7"
(178)
9"
(229)
12"
(304)
14"
(355)
15"
(370)
Bend Dia.
6 d
8 d
SPECIFIED OR REQUIRED BAR SIZE
RECOMMENDED DOWEL BAR SPLICER AND DOWEL-IN SIZES
P
y
=Minimum Yield Strength of bar.
* 5/8, 3/4", 7/8" and 1" sizes have UNC Threads.
1-1/8" and larger sizes are equipped with UN Threads.
**Loads shown based on 160% f
y
specified.
SPLICING
DOWEL BAR SUBSTITUTE