Red Head A7 Acrylic Adhesive

A7 Acrylic Adhesive
Product Information and Advantages
Suggested Specifications
Applications, Features and Installation Instructions
5 oz. Specifications, Advantages and Applications
10 oz. Specifications, Advantages and Applications
Performance Data (5 pages) : Approval and Listings
Ordering Information and Estimating Tables: 28 oz. : 10 oz. : 8 oz. : 5oz.

PERFORMANCE TABLE

A7 Acrylic Adhesive			*Average Ultimate Tension and Shear Loads ^1,2,3 for Threaded Rod Installed in Solid Concrete*
THREADED ROD DIA. In. (mm)	DRILL HOLE DIAMETER In. (mm)	MAX. CLAMPING FORCE AFTER PROPER CURE Ft.-Lbs. (Nm)	EMBEDMENT IN CONCRETE In. (mm)	2000 PSI (13.8 MPa) Concrete		4000 PSI (27.6 MPa) Concrete
THREADED ROD DIA. In. (mm)	DRILL HOLE DIAMETER In. (mm)	MAX. CLAMPING FORCE AFTER PROPER CURE Ft.-Lbs. (Nm)	EMBEDMENT IN CONCRETE In. (mm)	ULTIMATE TENSION Lbs. (kN)	ULTIMATE SHEAR Lbs. (kN)	ULTIMATE TENSION Lbs. (kN)	ULTIMATE SHEAR Lbs. (kN)
3/8 (9.5)	7/16 (11.1)	13 - 18 (17-24)	1-1/2 (38.1) 3-3/8 (85.7) 4-1/2 (114.3)	-- -- 5,852 (26.0) 7,729 (34.4)	-- -- 5,220 (23.2) 5,220 (23.2)	3,734 (16.6) 10,977 (48.8) 11,661 (51.9)	4,126 (18.3) 5,220 (23.2) 5,220 (23.2)
1/2 (12.7)	9/16 (14.3)	22 - 25 (29-33)	2 (50.8) 4-1/2 (114.3) 6 (152.4)	-- -- 10,798 (48.0) 14,210 (63.2)	-- -- 8,029 (35.7) 8,029 (35.7)	6,022 (26.8) 17,162 (76.3) 17,372 (77.3)	8,029 (35.7) 8,029 (35.7) 8,029 (35.7)
5/8 (15.9)	11/16 (17.5) or 3/4 (19.1)	55 - 80 (74-108)	2-1/2 (63.5) 5-5/8 (142.9) 7-1/2 (190.5)	-- -- 16.417 (73.0) 18,747 (83.4)	-- -- 15,967 (71.0) 15,967 (71.0)	7,330 (32.6) 26,504 (117.9) 29,381 (130.7)	11,256 (50.1) 15,967 (71.0) 15,967 (71.0)
3/4 (19.1)	13/16 (20.6) or 7/8 (22.2)	106 - 160 (143-216)	3 (76.2) 6-3/4 (171.5) 9 (228.6)	-- -- 18,618 (82.8) 23,934 (106.5)	-- -- 20,126 (89.5) 20,126 (89.5)	8,634 (38.4) 29,727 (132.2) 37,728 (167.8)	20,126 (89.5) 20,126 (89.5) 20,126 (89.5)
7/8 (22.2)	15/16 (23.8) or 1 (25.4)	185 - 250 (250-338)	3-1/2 (88.9) 7-7/8 (200.0) 10-1/2 (266.7)	-- -- -- -- 36,881 (164.1)	-- -- 29,866 (132.9) 29,866 (132.9)	13,650 (60.7) 44,915 (199.8) 48,321 (215.0)	20,920 (92.9) 29,866 (132.9) 29,866 (132.9)
1 (25.4)	1-1/16 (27.0) or 1-1/8 (28.6)	276 - 330 (374-447)	4 (101.6) 9 (228.6) 12 (304.8)	-- -- 32,215 (143.3) 46,064 (205.0)	-- -- 37,538 (167.0) 37,538 (167.0)	16,266 (72.2) 48,209 (214.5) 63,950 (284.5)	33,152 (147.5) 37,538 (167.0) 37,538 (167.0)
1-1/4 (31.8)	1-5/16 (33.3) or 1-3/8 (34.9)	370 - 660 (501-894)	5 (127.0) 11-1/4 (285.8) 15 (381.0)	-- -- 45,962 (204.5) 62,208 (276.7)	-- -- 58,412 (259.8) 58,412 (259.8)	21,838 (97.1) 56,715 (252.3) 84,385 (375.4)	33,152 (147.5) 58,412 (259.8) 58,412 (259.8)

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

A7 Acrylic Adhesive			*Allowable Tension Loads ^1,2 for Threaded Rod Installed in Solid Concrete*
THREADED ROD DIA. In. (mm)	DRILL HOLE DIAMETER In. (mm)	MIN. EMBEDMENT DEPTH In. (mm)	ALLOWABLE TENSION LOAD BASED ON ADHESIVE BOND STRENGTH		ALLOWABLE TENSION LOAD BASED ON STEEL STRENGTH
THREADED ROD DIA. In. (mm)	DRILL HOLE DIAMETER In. (mm)	MIN. EMBEDMENT DEPTH In. (mm)	2000 PSI (13.8 MPa) Concrete Lbs. (kN)	4000 PSI (27.6 MPa) Concrete Lbs. (kN)	ASTM A307 (SAE 1018) Lbs. (kN)	ASTM A193 GR. B7 (SAE 4140) Lbs. (kN)	ASTM F593 Lbs. (kN)
3/8 (9.5)	7/16 (11.1)	1-1/2 (38.1) 3-3/8 (85.7) 4-1/2 (114.3)	-- -- 1,460 (6.5) 1,930 (8.6)	934 (4.2) 2,740 (12.2) 2,915 (13.0)	2,080 (9.3) 2,080 (9.3) 2,080 (9.3)	4,340 (19.3) 4,340 (19.3) 4,340 (19.3)	3,995 (17.8) 3,995 (17.8) 3,995 (17.8)
1/2 (12.7)	9/16 (14.3)	2 (50.8) 4-1/2 (114.3) 6 (152.4)	-- -- 2,700 (12.0) 3,550 (15.8)	1,505 (6.7) 4,290 (19.1) 4,340 (19.3)	3,730 (16.6) 3,730 (16.6) 3,730 (16.6)	7,780 (34.6) 7,780 (34.6) 7,780 (34.6)	7,155 (31.8) 7,155 (31.8) 7,155 (31.8)
5/8 (15.9)	11/16 (17.5) or 3/4 (19.1)	2-1/2 (63.5) 5-5/8 (142.9) 7-1/2 (190.5)	-- -- 4,100 (18.3) 4,685 (20.8)	1,832 (8.2) 6,625 (29.5) 7,345 (32.7)	5,870 (26.1) 5,870 (26.1) 5,870 (26.1)	12,230 (54.4) 12,230 (54.4) 12,230 (54.4)	11,250 (50.0) 11,250 (50.0) 11,250 (50.0)
3/4 (19.1)	13/16 (20.6) or 7/8 (22.2)	3 (76.2) 6-3/4 (171.5) 9 (228.6)	-- -- 4,655 (20.7) 5,980 (26.6)	2,158 (9.6) 7,430 (33.1) 9,430 (42.0)	8,490 (37.8) 8,490 (37.8) 8,490 (37.8)	17,690 (78.7) 17,690 (78.7) 17,690 (78.7)	14,860 (66.1) 14,860 (66.1) 14,860 (66.1)
7/8 (22.2)	15/16 (23.8) or 1 (25.4)	3-1/2 (88.9) 7-7/8 (200.0) 10-1/2 (266.7)	-- -- -- -- 9,220 (41.0)	3,413 (15.2) 11,230 (49.9) 12,080 (53.7)	11,600 (51.6) 11,600 (51.6) 11,600 (51.6)	25,510 (113.5) 25,510 (113.5) 25,510 (113.5)	20,835 (92.7) 20,835 (92.7) 20,835 (92.7)
1 (25.4)	1-1/16 (27.0) or 1-1/8 (28.6)	4 (101.6) 9 (228.6) 12 (304.8)	-- -- 8,050 (35.8) 11,515 (51.2)	4,067 (18.1) 12,050 (53.6) 15,985 (71.1)	15,180 (67.5) 15,180 (67.5) 15,180 (67.5)	31,620 (140.7) 31,620 (140.7) 31,620 (140.7)	26,560 (118.1) 26,560 (118.1) 26,560 (118.1)
1-1/4 (31.8)	1-5/16 (33.3) or 1-3/8 (34.9)	5 (127.0) 11-1/4 (285.8) 15 (381.0)	-- -- 11,490 (51.1) 15,550 (69.2)	5,460 (24.3) 14,175 (63.1) 21,095 (93.8)	23,800 (105.9) 23,800 (105.9) 23,800 (105.9)	49,580 (220.6) 49,580 (220.6) 49,580 (220.6)	34,670 (154.2) 34,670 (154.2) 34,670 (154.2)

1 Use lower value of either bond or steel strength for allowable tensile load.
2 Allowable loads taken from ICC Evaluation Report #5560 (formerly ICBO).

Performance Data: Page 1 of 5
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