Dynabolt Gold® Performance Tables

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Recommended Spacing and Edge Distance For Tension loads

Anchor
Dia.
Installation
Torque
Edge Distance
Required To Obtain
Max. Working Load
Min. Allowable
Edge Distance At
Which The load Factor
Applied=0.75
Spacing Required
to Obtain Max.
Working Load
Min. Allowable
Spacing Between Anchors
Load Factor
Applied=0.50
Inches (mm) Ft.Lbs (Nm) Inches (mm) Inches (mm) Inches (mm) Inches (mm)
3/8 (9.5) 35 (47.5) 3-3/4 (95.3) 1-7/8 (47.6) 4-1/2 (114.3) 1-7/8 (47.6)
1/2 (12.7) 60 (81.4) 5 (127) 2-1/2 (63.5) 6 (152.4) 2-1/2 (63.5)
5/8 (15.9) 100 (135.7) 6-1/4 (158.8) 3-1/8 (79.4) 7-1/2 (190.5) 3-1/8 (79.4)
3/4 (19.1) 120 (162.8) 7-1/2 (190.5) 3-3/4 (95.3) 9 (228.6) 3-3/4 (95.3)


Recommended Spacing and Edge Distance For Shear loads

Anchor
Dia.
Installation
Torque
Edge Distance
Required To Obtain
Max. Working Load
Min. Allowable
Edge Distance At
Which The load Factor
Applied=0.50
Spacing Required
to Obtain Max.
Working Load
Min. Allowable
Spacing Between Anchors
Load Factor
Applied=0.50
Inches (mm) Ft.Lbs (Nm) Inches (mm) Inches (mm) Inches (mm) Inches (mm)
3/8 (9.5) 35 (47.5) 4-1/2 (114.3) 1-7/8 (47.6) 4-1/2 (114.3) 1-7/8 (47.6)
1/2 (12.7) 60 (81.4) 6 (152.4) 2-1/2 (63.5) 6 (152.4) 2-1/2 (63.5)
5/8 (15.9) 100 (135.7) 7-1/2 (190.5) 3-1/8 (79.4) 7-1/2 (190.5) 3-1/8 (79.4)
3/4 (19.1) 120 (162.8) 9 (228.6) 3-3/4 (95.3) 9 (228.6) 3-3/4 (95.3)


Ultimate Shear & Tension Values (Lbs/kN) for Carbon Steel in Concrete

Anchor Dia. Embedment 3000 PSI (20.7 MPa)
TENSION
4000 PSI (27.6 MPa)
TENSION
6000 PSI (41.4 MPa)
TENSION
4000 PSI (27.6 MPa)
SHEAR
Inches (mm) Inches (mm) Inches (mm) Lbs. (kN) Lbs. (kN) Lbs. (kN)
3/8 (9.5) 1-1/2 (38.1) 1,481 (6.6) 1,814 (8.1) 2,094 (9.3) 5,737 (25.5)
2-1/8 (54.0) 3,510 (15.6) 4,299 (19.1) 4,965 (22.1) 6,861 (30.5)
1/2 (12.7) 1-5/8 (41.3) 2,452 (10.9) 3,342 (14.9) 3,859 (17.2) - -
2-3/8 (60.3) 5,161 (23.0) 6,321 (28.1) 7,299 (32.5) 9,525 (42.4)
2-3/4 (69.8) 6,719 (29.9) 8,229 (36.6) 9,502 (42.3) 9,525 (42.4)
5/8 (15.9) 1-7/8 (47.6) 3,098 (13.8) 3,794 (16.9) 4,381 (19.5) - -
2-3/4 (69.8) 6,237 (27.7) 7,639 (34.0) 8,821 (39.2) 13,661 (60.8)
3-1/2 (88.9) 9,664 (43.0) 11,836 (52.7) 13,667 (60.8) 13,661 (60.8)
3/4 (19.1) 2-3/8 (60.3) 4,721 (21.0) 5,782 (25.7) 6,676 (29.7) - -
3-3/8 (85.7) 8,761 (39.0) 10,730 (47.7) 12,390 (55.1) 15,445 (68.7)
4-1/8 (104.8) 12,744 (56.7) 15,608 (69.4) 18,032 (80.2) 15,445 (68.7)


Ultimate Shear and Tension Values in Masonry Units (Lbs/kN)

ANCHOR
DIA
INSTALLATION
TORQUE
Ft Lbs
(Nm)
BOLT
DIA
In (Nm)
MINIMUM
EMBEDMENT
DEPTH
In (mm)
ANCHOR
TYPE
(STEEL)
LIGHTWEIGHT MEDIUM WEIGHT
HOLLOW CORE GROUT FILLED HOLLOW CORE GROUT FILLED
TENSION
Lbs (kN)
SHEAR
Lbs (kN)
TENSION
Lbs (kN)
SHEAR
Lbs (kN)
TENSION
Lbs (kN)
SHEAR
Lbs (kN)
TENSION
Lbs (kN)
SHEAR
Lbs (kN)
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 - - - - 2,220 (9.9) 4,000 (17.8) - - - - 2,220 (9.9) 4,000 (17.8)
STAINLESS - - - - 2,100 (9.3) 4,000 (17.8) - - - - 2,100 (9.3) 4,000 (17.8)
5/8 (15.9) 55 (74.6) 1/2 (12.7) 2 (50.8) CARBON - - - - 3,080 (13.7) 6,440 (28.6) - - - - 3,080 (13.7) 6,440 (28.6)
3/4 (19.1) 90 (122.0) 5/8 (15.9) 2-2/2 (63.5) CARBON - - - - 4,200 (18.7) 10,200 (45.4) - - - - 4,200 (18.7) 10,200 (45.4)

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