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PERFORMANCE TABLE

C6  
Epoxy Adhesive     

Average Ultimate Tension and Shear Loads 1,2,3  for Threaded Rod Installed in Solid Concrete
THREADED
ROD DIA.
In. (mm)		 MAX. CLAPING FORCE AFTER PROPER CURE
Ft.-Lbs. (Nm)		 EMBEDMENT
IN CONCRETE
In. (mm)		 2000 PSI (13.8 MPa) Concrete 4000 PSI (27.6 MPa) Concrete 6000 PSI (41.4 MPa) Concrete
ULTIMATE
TENSION
Lbs. (kN)		 ULTIMATE
SHEAR
Lbs. (kN)		 ULTIMATE
TENSION
Lbs. (kN)		 ULTIMATE
SHEAR
Lbs. (kN)		 ULTIMATE
TENSION
Lbs. (kN)		 ULTIMATE
SHEAR
Lbs. (kN)
3/8  (9.5) 13 - 18
(17.6-24.4)		 3-3/8 (85.7)
4-1/2 (114.3)		 7,195 (32.0)
8,317 (37.0)		 5,209 (23.2)
5,209 (23.2)		 8,445 (37.6)
10,021 (44.6)		 5,869 (26.1)
5,869 (26.1)		 10,621 (47.2)
10,603 (47.2		 5,941 (26.4)
5,941 (26.4)
1/2 (12.7) 22 - 25
(29.8-33.9)		 4-1/2 (114.3)
6 (152.4)		 13,271 (59.0)
19,127 (85.1)		 11,427 (50.8)
11,427 (50.8)		 17,684 (78.7)
19,608 (87.2)		 12,585 (56.0)
12,585 (56.0)		 17,684 (78.7)
19,608 (87.2)		 12,585 (56.0)
12,585 (56.0)
5/8 (15.9) 55 - 80
(74.6-108.5)		 5-5/8 (142.9)
7-1/2 (190.5)		 17,704 (78.8)
22,642 (100.7)		 18,294 (81.4)
18,294 (81.4)		 24,526 (109.1)
28,766 (128.0)		 19,802 (88.1)
19,802 (88.1)		 24,526 (109.1)
29,456 (131.0)		 19,802 (88.1)
19,802 (88.1)
3/4 (19.1) 106 - 160
(143.7-216.9)		 6-3/4 (171.5)
9 (228.6)		 28,779 (128.0)
31,758 (141.3)		 25,723 (114.4)
25,723 (114.4)		 31,521 (140.2)
41,384 (184.0)		 25,723 (114.4)
25,723 (114.4)		 33,759 (150.2)
41,384 (184.0)		 25,723 (114.4)
25,723 (114.4)
7/8 (22.2) 185 - 250
(250.8-338.9)		 7-7/8 (200.0)
10-1/2 (266.7)		 35,257 (156.8)
--         --		 --          --
--         --		 37,714 (167.8)
51,211 (227.8)		 30,295 (134.8)
30,295 (134.8)		 41,023 (182.5)
51,211 (227.8)		 32,573 (144.9)
32,573 (144.9)
1 (25.4) 276 - 330
(374.2-447.4)		 9 (228.6)
12 (304.8)		 40,334 (179.4)
48,719 (216.7)		 38,519 (171.3)
38,519 (171.3)		 47,886 (213.0)
62,194 (276.7)		 40,341 (179.5)
40,341 (179.5)		 47,886 (213.0)
63,053 (280.5)		 46,416 (206.5)
46,416 (206.5)
1-1/4 (31.8) 370 - 660
(501.6-598.8)		 11-1/4 (285.8)
15 (381.0)		 55,654 (247.6)
65,728 (289.5)		 65,085 (289.5)
65,085 (289.5)		 56,981 (253.5)
79,726 (354.7)		 65,085 (289.5)
65,085 (289.5)		 --          --
--         --		 65,085 (289.5)
65,085 (289.5)
1 Allowable working loads for the single installations under static loading should not exceed 25% capacity or the allowable load of the anchor rod.
2 Ultimate load values in 2000 and 4000 psi stone aggregate concrete. Ultimate loads are indicated for the embedment shown in the Embedment in Concrete column. Performance values are based on the use of high strength threaded rod (ASTM A193 Gr. B7). The use of lower strength rods will result in lower ultimate tension and shear loads.
3 Linear interpolation may be used for intermediate spacing and edge distances.
PERFORMANCE TABLE

C6  
Epoxy Adhesive    

Average Ultimate Tension and Shear Loads 1,2,3 for Threaded Rod Installation in Grout Filled Concrete Block

THREADED
ROD DIA.
In. (mm)		 DRILL HOLE
DIAMETER
In. (mm)		 EMBEDMENT
DEPTH
In. (mm)		 ANCHOR
LOCATION		 ULTIMATE
TENSION
Lbs. (kN)		 ULTIMATE
SHEAR
Lbs. (kN)
3/8 (9.5) 7/16 (11.1) 3   (76.2) GROUTED CELL 4,862 (21.6) --       --
1/2 (12.7) 5/8 (15.9) 3   (76.2) GROUTED CELL 4,953 (22.0) --       --
1/2 (12.7) 5/8 (15.9) 6   (152.4) GROUTED CELL 8,214 (36.5) --       --
5/8 (15.9) 3/4 (19.1) 5   (127.0) GROUTED CELL 7,355 (32.7) --       --
3/4 (19.1) 7/8 (22.2) 6   (152.4) Note 1 17,404 (77.4) 19,588 (87.1)
3/4 (19.1) 7/8 (22.2) 6   (152.4) Note 2 17,404 (77.4) 8,668 (38.6)

1 Anchor can be located in grouted cell, "T" joint, or bed joint.
2 Anchor can be located in first grouted cell from edge
3 Allowable working loads for the single installations under static loading should not exceed 25% (an industry standard) capacity or the allowable load of the anchor rod. Loads based upon testing with ASTM A193, Grade B7 rods.

C6  
Epoxy Adhesive    

Average Ultimate Tension Loads 1,2,3 for Threaded Rod Installation in Solid Concrete, Shallow Embedment

ANCHOR DIAMETER
In. (mm)
DRILL HOLE
DIAMETER
In. (mm)
EMBEDMENT IN CONCRETE
In. (mm)

3500 PSI (24.2 MPa)
ULTIMATE TENSION
Lbs. (kN)

1/4 (6.4) 5/16 (7.9) 1 (25.4) 1,653 (7.4)
2-1/4 (57.2) 2,818 (12.5)
3 (76.2) 3,599 (16.0)
3/8 (9.5) 7/16 (11.1) 1-1/2 (38.1) 3,426 (15.2)
1/2 (12.7) 9/16 (14.3) 2 (50.8) 6,100 (27.1)
5/8 (15.9) 3/4 (19.1) 2-1/2 (63.5) 8,775 (39.0)
3/4 (19.1) 7/8 (22.2) 3 (76.2) 12,625 (56.2)
7/8 (22.2) 1 (25.4) 3-1/2 (88.9) 18,650 (83.0)
1 (25.4) 1-1/8 (28.6) 4 (101.6) 25,034 (111.4)
1-1/4 (31.8) 1-3/8 (34.9) 5 (127.0) 37,100 (165.0)
1 Allowable working loads for the single installations under static loading should not exceed 25% capacity or the allowable load of the anchor rod.
2 Ultimate load values in 2000, 4000, and 6000 psi stone aggregate concrete. Ultimate loads are indicated for the embedment shown in the Embedment in Concrete column. Performance values are based on the use of high strength threaded rod (ASTM A193 Gr. B7). The use of lower strength rods will result in lower ultimate tension and shear loads.
3 Linear interpolation may be used for intermediate spacing and edge distances (see page 38).



Combined Shear and Tension Loading — for Adhesive Anchors

Allowable loads for anchors under tension and shear loading at the same time (combined loading) will be
lower than the allowable loads for anchors subjected to 100% tension or 100% shear.
Use the following equation to evaluate anchors in combined loading conditions:

Na = Applied Service Tension Load
Ns = Allowable Tension Load		 Va = Applied Service Shear Load
Vs = Allowable Shear Load


 

 

 

 


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