|
|
| Load Values |
Average Ultimate Loads
for HBP (nylon) or HB (stainless) Screens Used with A7 in Hollow Concrete
Block1 |
|
ROD DIA.
In. (mm) |
DRILL
HOLE DIA.
INCHES |
MAX.
CLAMPING FORCE
AFTER PROPER CURE
Ft.-Lbs. (Nm) |
EMBEDMENT
In. (mm) |
ULTIMATE
TENSION
Lbs. (kN) |
ULTIMATE
SHEAR
Lb.s (kN) |
| 1/4
(6.4) |
3/8
(9.5) |
5
(6) |
8
(203.2) |
2,072
(9.2) |
2,264
(10.1) |
| 3/8
(9.5) |
1/2
(12.7) |
12
(16) |
8
(203.2) |
2,360
(10.5) |
2,668
(11.9) |
| 1/2
(12.7) |
5/8
(15.9) |
19
(25) |
8
(203.2) |
2,647
(11.8) |
2,668
(11.9) |
| 5/8
(15.9) |
3/4
(19.1) |
26
(35) |
8
(203.2) |
2,647
(11.8) |
3,578
(15.9) |
| 3/4
(19.1) |
7/8
(22.2) |
28
(37) |
8
(203.2) |
2,647
(11.8) |
4,573
(20.3) |
1 Allowable working loads should not exceed
25% of ultimate capacity. Loads based upon testing with ASTM A193, Grade
B7 rods.
|
|
|
| Load Values |
Average Ultimate Loads
for HBP (nylon) or HB (stainless) Screens Used with C6 in Hollow Concrete
Block1 |
|
ROD DIA.
In. (mm) |
DRILL
HOLE DIA.
INCHES |
MAX.
CLAMPING FORCE AFTER
PROPER CURE
Ft.-Lbs. (NM) |
EMBEDMENT
(SCREEN LENGTH)
In. (mm) |
ULTIMATE
TENSION
Lbs. (kN) |
ULTIMATE
SHEAR
Lb.s (kN) |
| 1/4
(6.4) |
3/8
(9.5) |
5
(6) |
8
(203.2) |
2,072
(9.2) |
2,264
(10.1) |
| 3/8
(9.5) |
1/2
(12.7) |
12
(16) |
8
(203.2) |
2,800
(12.5) |
2,466
(10.9) |
| 1/2
(12.7) |
5/8
(15.9) |
19
(25) |
8
(203.2) |
3,487
(15.5) |
2,668
(11.9) |
| 5/8
(15.9) |
3/4
(19.1) |
26
(35) |
8
(203.2) |
3,487
(15.5) |
3,578
(15.9) |
| 3/4
(19.1) |
7/8
(22.2) |
28
(37) |
8
(203.2) |
3,487
(15.5) |
4,573
(20.3) |
1 Allowable working loads should not exceed
25% of ultimate capacity. Loads based upon testing with ASTM A193, Grade
B7 rods.
|
|
|
|
Load Values1
|
Average Ultimate
Loads for HBP (nylon) Screens Used with C6 in Brick and Concrete
Block1
|
|
NYLON SCREEN
PART NO. |
DRILL HOLE
DIA.
In. (mm) |
SINGLE
BRICK |
DOUBLE
BRICK |
BRICK
AND HOLLOW BLOCK
ULTIMATE TENSION
Lbs. (kN) |
ULTIMATE
TENSION
Lbs. (Kn) |
ULTIMATE
SHEAR
Lbs. (Kn) |
ULTIMATE
TENSION
Lbs. (Kn) |
ULTIMATE
SHEAR
Lbs. (Kn) |
| HBP
38-6 |
1/2
(12.7) |
2,150
(9.6) |
--
-- |
4,675
(20.8) |
1,917
(8.5) |
3,659
(16.3) |
| HBP
38-8 |
1/2
(12.7) |
2,200
(9.8) |
1,143
(5.1) |
6,175
(27.5) |
1,743
(7.8) |
3,659
(16.3) |
| HBP
38-10 |
1/2
(12.7) |
2,000
(8.9) |
950
(4.2) |
3,272
(14.6) |
2,498
(11.1) |
2,498
(11.1) |
| HBP
12-6 |
5/8
(15.9) |
3,800
(16.9) |
--
-- |
6,369
(28.3) |
2,498
(11.1) |
5,595
(24.9) |
| HBP
12-8 |
5/8
(15.9) |
1,750
(7.8) |
--
-- |
7,530
(33.5) |
2,305
(10.3) |
3,500
(15.6) |
| HBP
12-10 |
5/8
(15.9) |
2,618
(11.6) |
--
-- |
2,885
(12.8) |
2,305
(10.3) |
2,498
(11.1) |
1 Allowable working loads should not exceed
25% ultimate capacity. Based upon testing using ASTM A193, Grade B7 rod.
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