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PERFORMANCE TABLE

Trubolt
Wedge Anchors

Recommended Spacing and Edge Distance Requirements for Shear Loads*
ANCHOR
DIA.
In. (mm)		 EMBEDMENT
DEPTH
In. (mm)		 ANCHOR
TYPE		 EDGE DISTANCE
REQUIRED TO
OBTAIN MAX.
WORKING LOAD
In. (mm)		 MIN. EDGE
DISTANCE AT WHICH
THE LOAD FACTOR
APPLIED = .60
In. (mm)		 MIN. EDGE DISTANCE
AT WHICH THE
LOAD FACTOR
APPLIED = .20
In. (mm)		 SPACING
REQUIRED TO
OBTAIN MAX.
WORKING LOAD
In. (mm)		 MIN. ALLOWABLE
SPACING BETWEEN
ANCHORS In. (mm)
LOAD FACTOR
APPLIED = .40
1/4 (6.4) 1-1/8 (28.6)
1-15/16 (49.2)		 WS-Carbon
or
WS-G
Hot-Dipped
Galvanized
or
WW-304 S.S.
or SWW-316 S.S.		 2 (50.8)
1-15/16 (49.2)		 1-15/16 (33.3)
1 (25.4)		 --          --
--         --		 3-15/16 (100.0)
3-7/8 (98.4)		 2 (50.8)
1-15/16 (49.2)
3/8 (9.5) 1-1/2 (38.1)
3 (76.2)		 2-5/8 (66.7)
3-3/4 (95.3)		 1-3/4 (44.5)
3 (76.2)		 --          --
1-1/2 (38.1)		 5-1/4 (133.4)
6 (152.4)		 2-5/8 (66.7)
3 (76.2)
1/2 (12.7) 2-1/4 (57.2)
4-1/8 (104.8)		 3-15/16 (100.0)
5-3/16 (131.8)		 2-9/16 (65.1)
3-1/8 (79.4)		 --          --
1-9/16 (39.7)		 7-7/8 (200.0)
6-3/16 (157.2)		 3-15/16 (100.0)
3-1/8 (79.4)
5/8 (15.9) 2-3/4 (69.9)
5-1/8 (130.2)		 4-13/16 (122.2
6-7/16 (163.5)		 3-1/8 (79.4)
3-7/8 (98.4)		 --          --
1-15/16 (49.2)		 9-5/8 (244.5)
7-11/16 (195.3)		 4-13/16 (122.2)
3-7/8 (98.4)
3/4 (19.1) 3-1/4 (82.6)
6-5/8 (168.3)		 5-11/16 (144.5)
6-5/16 (160.3)		 3-3/4 (95.3)
5 (127.0)		 --          --
2-1/2 (63.5)		 11-3/8 (288.9)
9-15/16 (252.4)		 5-11/16 (144.5)
5 (127.0)
7/8 (22.2) 3-3/4 (95.3)
6-1/4 (158.8)		 6-9/16 (166.7)
8-1/2 (215.9)		 4-15/16 (109.5)
6-1/4 (158.8)		 --          --
3-1/8 (79.4)		 13-1/8 (333.4)
12-1/2 (317.5)		 6-9/16 (166.7)
6-1/4 (158.8)
1 (25.4) 4-1/4 (108.0)
7-3/8 (187.3)		 7-7/8 (200.0)
10-1/16 (255.6)		 5-1/8 (130.2)
7-3/8 (187.3)		 --          --
3-11/16 (93.7)		 15-3/4 (400.1)
14/3/4 (374.7)		 7-7/8 (200.0)
7-3/8 (187.3)

* Spacing and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete. Linear interpolation may be used for intermediate spacing and edge distances.

 

PERFORMANCE TABLE

Trubolt
Wedge Anchors

Recommended Spacing and Edge Distance Requirements for Tension Loads*
ANCHOR
DIA.
In. (mm)		 EMBEDMENT
DEPTH
In. (mm)		 ANCHOR
TYPE		 EDGE DISTANCE
REQUIRED TO
OBTAIN MAX.
WORKING LOAD
In. (mm)		 MIN. ALLOWABLE
EDGE DISTANCE
AT WHICH THE LOAD FACTOR
APPLIED = .65
In. (mm)		 SPACING
REQUIRED TO
OBTAIN MAX.
WORKING LOAD
In. (mm)		 MIN. ALLOWABLE
SPACING AT WHICH
THE LOAD FACTOR
APPLIED = .70
In. (mm)
1/4 (6.4) 1-1/8 (28.6)
1-15/16 (49.2)
2-1/8 (54.0)		 WS-Carbon
or
WS-G
Hot-Dipped
Galvanized
or
WW-304 S.S.
or SWW-316 S.S.		 2 (50.8)
1-15/16 (49.2)
1-5/8 (41.3)		 1 (25.4)
1 (25.4)
13/16 (20.6)		 3-15/16 (100.0)
3-7/8 (98.4)
3-3/16 (81.0)		 2 (50.8)
1-15/16 (49.2)
1-5/8 (41.3)
3/8 (9.5) 1-1/2 (38.1)
3 (76.2)
4 (101.6)		 2-5/8 (66.7)
3 (76.2)
3 (76.2)		 1- 15/16 (33.3)
1-1/2 (38.1)
1-1/2 (38.1)		 5-1/4 (133.4)
6 (152.4)
6 (152.4)		 2-5/8 (66.7)
3 (76.2)
3 (76.2)
1/2 (12.7) 2-1/4 (57.2)
4-1/8 (104.8)
6 (152.4)		 3-15/16 (100.0)
3-1/8 (79.4)
4-1/2 (114.3)		 2 (50.8)
1-9/16 (39.7)
2-1/4 (57.2)		 7-7/8 (200.0)
6-3/16 (157.2)
9 (228.6)		 3-15/16 (100.0)
3-1/8 (79.4)
4-1/2 (114.3)
5/8 (15.9) 2-3/4 (69.9)
5-1/8 (130.2)
7-1/2 (190.5)		 4-13/16 (122.2)
3-7/8 (98.4)
5-5/8 (142.9)		 2-7/16 (61.9)
1-15/16 (49.2)
2-13/16 (71.4)		 9-5/8 (244.5)
7-1/16 (195.3)
11-1/4 (285.8)		 4-13/16 (122.2)
3-7/8 (98.4)
5-5/8 (142.9)
3/4 (19.1) 3-1/4 (82.6)
6-5/8 (168.3)
10 (254.0)		 5-11/16 (144.5)
5 (127.0)
7-1/2 (190.5)		 2-7/8 (73.0)
2-1/2 (63.5)
3-3/4 (95.3)		 11-3/8 (288.9)
9-15/16 (252.4)
15 (381.0)		 5-11/16 (144.5)
5 (127.0)
7-1/2 (190.5)
7/8 (22.2) 3-3/4 (95.3)
6-1/4 (158.8)
8 (203.2)		 6-9/16 (166.7)
6-1/4 (158.8)
6 (152.4)		 3-5/16 (84.1)
3-1/8 (79.4)
3 (76.2)		 13-1/8 (333.4)
12-1/2 (317.5)
12 (304.8)		 6-9/16 (166.7)
6-1/4 (158.8)
6 (152.4)
1 (25.4) 4-1/4 (108.0)
7-3/8 (187.3)
9-1/2 (241.3)		 7-7/8 (200.0)
7-3/8 (187.3)
7-1/8 (181.0)		 3-15/16 (100.0)
3-11/16 (93.7)
3-9/16 (90.5)		 15-3/4 (400.1)
14/3/4 (374.7)
14-1/4 (362.0)		 7-7/8 (200.0)
7-3/8 (187.3)
7-1/8 (181.0)

* Spacing and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete. Linear interpolation may be used for intermediate spacing and edge distances.

 

Combined Shear and Tension Loading — for Trubolt Anchors

Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation:
(Ps/Pt) 5/3 + (Vs/Vt) 5/3  < 1

Ps = Applied tension load    Vs = Applied shear load   Pt = Allowable tension load    Vt = Allowable shear load

Trubolt Wedge Type Anchor
Performance Data (2 pages)
Product Information : Suggested Specifications
Selection and Order Information (2 pages)
 : Installation Instructions : Approvals and Listing
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