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Dynabolt Sleeve Anchor - Technical Data
ANCHOR INSTALLATION BOLT MINIMUM ANCHOR
f’c = 2000 PSI
(13.8
MPa
)
f’c = 3000 PSI
(20.7
MPa
)
f’c = 4000 PSI
(27.6
MPa
)
DIA. TORQUE DIA. EMBEDMENT TYPE
TENSION SHEAR TENSION SHEAR TENSION SHEAR
In. (mm) Ft. Lbs. (Nm) In. (mm) DEPTH In. (mm) (STEEL) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN)
1/4 (6.4) 3.5 (4.7) 3/16 (4.8) 1-1/8 (28.6) 1,200 (5.3) 1,215 (5.4) 1,325 (5.9) 1,215 (5.4) 1,450 (6.4) 1,215 (5.4)
5/16 (7.9) 8 (10.8) 1/4 (6.4) 1-1/4 (31.8) 1,400 (6.2) 2,040 (9.1) 1,920 (8.5) 2,220 (9.9) 2,600 (11.6) 2,400 (10.7)
3/8 (9.5) 14 (19.0) 5/16 (7.9) 1-1/2 (38.1) 1,620 (7.2) 2,560 (11.4) 2,240 (10.0) 2,800 (12.5) 3,100 (13.8) 3,040 (13.5)
1/2 (12.7) 20 (27.1) 3/8 (9.5) 1-7/8 (47.6) 2,220 (9.9) 3,250 (14.5) 3,140 (14.0) 4,000 (17.8) 4,400 (19.6) 4,500 (20.0)
5/8 (15.9) 48 (65.1) 1/2 (12.7) 2 (50.8) 3,080 (13.7) 6,440 (28.6) 4,400 (19.6) 7,240 (32.2) 6,120 (27.2) 8,080 (35.9)
3/4 (19.1) 90 (122.0) 5/8 (15.9) 2-1/4 (57.2) 4,200 (18.7) 10,200 (45.4) 6,060 (27.0) 11,600 (51.6) 8,900 (39.6) 13,100 (58.3)
* For continuous extreme low temperature applications, use stainless steel.
For AN-1405, Ultimate Pullout: 500 lbs. & Ultimate Shear: 1751 lbs. based on 4,000 psi.
* Allowable values are based upon a 4 to 1 safety factor. Divide by 4 for allowable load values
Ultimate Tension and Shear Values in Concrete (Lbs/kN)*
Carbon
or Stainless
Dynabolt
Sleeve Anchors
PERFORMANCE TABLES
ANCHOR INSTALLATION BOLT MINIMUM ANCHOR
f’c = 4000 PSI
(27.6
MPa
)
f’c = 6000 PSI
(41.4
MPa
)
DIA. TORQUE DIA. EMBEDMENT TYPE
TENSION SHEAR TENSION SHEAR
In. (mm) Ft. Lbs. (Nm) In. (mm) DEPTH In. (mm) (STEEL) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN)
1/4 (6.4) 3.5 (4.7) 3/16 (4.8) 1-1/8 (28.6) 870 (3.9) 730 (3.2) 1,066 (4.7) 894 (4.0)
5/16 (7.9) 8 (10.8) 1/4 (6.4) 1-1/4 (31.8) 1,260 (5.6) 1,680 (7.5) 1,440 (6.4) 2,220 (9.9)
3/8 (9.5) 14 (19.0) 5/16 (7.9) 1-1/2 (38.1) 1,620 (7.2) 2,300 (10.2) 2,240 (10.0) 2,800 (12.5)
1/2 (12.7) 25 (33.9) 3/8 (9.5) 1-7/8 (47.6) 2,600 (11.6) 2,400 (10.7) 3,160 (14.1) 2,400 (10.7)
5/8 (15.9) 48 (65.1) 1/2 (12.7) 2 (50.8) 3,240 (14.4) 5,600 (24.9) 4,300 (19.1) 7,840 (34.9)
3/4 (19.1) 90 (122.0) 5/8 (15.9) 2-1/4 (57.2) 3,640 (16.2) 8,640 (38.4) 5,800 (25.8) 12,480 (55.5)
Ultimate Tension and Shear Values in
Lightweight Concrete (Lbs/kN)*
Carbon
or
Stainless
Dynabolt
Sleeve Anchors
ANCHOR INSTALLATION BOLT MINIMUM ANCHOR
LIGHTWEIGHT MEDIUM WEIGHT
DIA. TORQUE DIA. EMBEDMENT TYPE HOLLOW CORE GROUT FILLED HOLLOW CORE GROUT FILLED
In. (mm) Ft. Lbs. In. (mm) DEPTH In. (mm) (STEEL) TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR
(Nm) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN)
1/4 (6.4) 3.5 (4.7) 3/16 (4.8) 1-1/8 (28.6) Carbon 1,120 (5.0) 1,215 (5.4) 1,120 (5.0) 1,215 (5.4) 1,120 (5.0) 1,215 (5.4) 1,120 (5.0) 1,215 (5.4)
Stainless 640 (2.8) 1,620 (7.2) 640 (2.8) 1,620 (7.2) 640 (2.8) 1,620 (7.2) 640 (2.8) 1,620 (7.2)
3/8 (9.5) 15 (20.3) 5/16 (7.9) 1-1/2 (38.1) Carbon 1,360 (6.0) 2,560 (11.4) 1,360 (6.0) 2,560 (11.4) 1,360 (6.0) 2,560 (11.4) 1,360 (6.0) 2,560 (11.4)
Stainless 1,160 (5.2) 2,560 (11.4) 1,160 (5.2) 2,560 (11.4) 1,160 (5.2) 2,560 (11.4) 1,160 (5.2) 2,560 (11.4)
1/2 (12.7) 25 (33.9) 3/8 (9.5) 1-7/8 (47.6) Carbon N/A N/A 2,220 (9.9) 3,500 (15.6) N/A N/A 2,220 (9.9) 3,500 (15.6)
Stainless N/A N/A 2,100 (9.3) 3,500 (15.6) N/A N/A 2,100 (9.3) 3,500 (15.6)
5/8 (15.9) 55 (74.6) 1/2 (12.7) 2 (50.8) Carbon N/A N/A 3,080 (13.7) 6,440 (28.6) N/A N/A 3,080 (13.7) 6,440 (28.6)
Stainless N/A N/A 3,080 (13.7) 6,440 (28.6) N/A N/A 2,820 (12.5) 6,440 (28.6)
3/4 (19.1) 90 (122.0) 5/8 (15.9) 2-1/2 (63.5) Carbon N/A N/A 4,200 (18.7) 10,200 (45.4) N/A N/A 4,200 (18.7) 10,200 (45.4)
* Allowable values are based upon a 4 to 1 safety factor. Divide by 4 for allowable load values. The tabulated values are for anchors installed in a minimum of 12 diameters on center and a minimum edge distance of 6 diameters
for 100 percent anchor efficiency. Spacing and edge distance may be reduced to 6 diameter spacing and 3 diameter edge distance, provided the values are reduced 50 percent. Linear interpolation may be used for
intermediate spacings and edge distances.
Ultimate Tension and Shear Values in
Concrete Masonry Units (Lbs/kN)*
Dynabolt
Sleeve Anchors
Combined Tension and Shear Loading—for Dynabolt Anchors
Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation:
(Ps/Pt) + (Vs/Vt ) ≤ 1
Ps = Applied tension load Vs = Applied shear load Pt = Allowable tension load Vt = Allowable shear load