| 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. |