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00-1062-003 Anchoring Systems':: SID Sleeve Anchor "' " ' "" ' ' ' 4.2.6 Carbon Steel Sleeve Anchor Uiiimov Lc,';acis irj 4or Crete Sleeve Bolt Embedment 2000 psi(13.8 MPa) 4000 psi(27.6 MPa) 6000 psi(41.4 MPa) Anchor Size Diameter De th �;rs)nn F)�I hear Tension Shear Tension Shear in. (mm) in. (mm) in. �nm) Ib (kt1) (kNj " I lb (kN) lb (kN) lb (kN) lb (kN) 1/a ( 6.4) 3/16 ( 4.8) 1 (25) 1100'_( 4.9) 95Q ( 1.2) •1100 ( 4.9) 955 ( 4.2) 1305 ( 5.8) 1340 ( 6.0) 7,9) 1/4 ( 6.4) 1 (25) 1100 ('4. ) 'i630 '( 1.'3) 1020 ( 6.8) 1675 ( 7.5) 1655 ( 7.4) 2420 (10.8) 3/9 ( 9.5) 5/16 ( 7.9) i1/a (32) 1700 ( 7.6) 2730 (12.1) 2315 (10.3) 3795 (16.9) 2355 (10.5) 3775 (16.8) 1/z (12.7) 3/s ( 9.5) 11/z (38) 3280 (14.6) 3855 (17.1) 3010 (13.4) 5345 (23.8) 3065 (13.6) 5830 (25.9) 5/s (15.9) 1/2 (12.7) 2 (51) 3825 (17.0) 5090 (22.6) 3405 (15.1) 5625 (25.0) 4550 (20.2) 9990 (44.4) 3/0 (19.1) 5/s (15.9) _2 (51) 5065 (22.5) 7590 (33.8) 5060 (22.5) 9415 (41.9) 6130 (27.3) 13060 (58.1) Carbon Steel Sleeve Anchor Allowable Loads in Concrete Sleeve Bolt Embedment 2000 psi(13.8 MPa) 4000 psi(27.6 MPa) 6000 psi(41.4 MPa) Anchor Size Diameter Depth Tension Shear Tension Shear Tension Shear in. (mm) in. (mm) 1n. (mm) lb (kN) lb (M) lb (M) lb (M) lb (0) lb (0) 1/4 ( 6.4) 3/16 ( 4.8) 1 (25) 275 (1.2) 235 (1.0) 275 (1.2) 240 ( 1.1) 330 (1.5) 330 ( 1.5) 5/16 ( 7.9) 1/4 ( 6.4) 1 (25) 275 (1.2) 410 (1.8) 380 (1.7) 420 ( 1.9) 410 (1.8) 600 ( 2.7) 3/5 ( 9.5) 5/16 ( 7.9) 11/4 (32) 425 (1.9) 680 (3.0) 580 (2.6) 945 ( 4.2) 590 (2.6) 945 ( 4.2) 1/2 (12.7) 3/s ( 9.5) 11/2 (38) 820 (3.6) 960 (4.3) 750 (3.3) 1340 ( 6.0) 770 (3.4) 1460 ( 6.5) 5/s (15.9) 1/2 (12,7) 2 (51) 960 (4.3) 1270 (5.6) 850 (3.8) 1410 ( 6.3) 1140 (5.1) 2500 (11.1) 3/a (19.1) 5/a (15.9) 2 (51) 1270 (5.6) 1900 (8.5) 1270 (5.6) 2350 (10.5) 1530 (6.8) 3270 (14.5) Stainless Steel Sleeve Anchor Allowable Loads Concrete Hollow C-90 q, Anchor Embedment Concrete Block* Size Depth 2000 psi(13.8 MPa) 4000 psi(27.6 MPa) 6: in. (mm) in. (mm) Tension Shear Tension Shear Te ns ion Shear lb (M) Ib (M) lb (M) lb (kN) lb (M) lb (M) 114 (6.4) 11/s (29) 235 (1.0) 450 (2.0) 300 (1.3) 450 (2.0) 200 (0.9) 400 (1.8) s/16 (7,9) 11/4 (32) 310 (1.4) 675 (3.0) 410 (1.8) 675 (3.0) 335 (1.5) 600 (2.7) 3/3 (9.5) 11/2 (38) 450 (2.0) 1000 (4.4) 600 (2.7) 1000 (4.4) 470 (2.1) 890 (4.0) ASTM Specification C9O,Type II Carbon Steel Sleeve Anchor Ultimate Loads Carbon Steel Sleeve Anchor Allowable in Hollow Concrete Block * Loads in Hollow Concrete Block * Sleeve Bolt Tension Shear Sleeve ja'moee Tension 6(k Anchor Size Diameter Anchor Size D lb (0) lb in. (mm) 1n. (mm) lb (kN) lb (kN) in. (mm) in1/a ( 6.4) 3/15 (4.8) 1200 ( 5.3) 1950 ( 8.7) 1/a ( 6.4) 311300 (1.3)5/15 ( 7.9) 1/a (6.4) 1330 ( 5.9) 2685 (11.9) 5/16 ( 7.9) 1/a 330 (1.5)3/a ( 9.5) 5/15 (7.9) 1665 ( 7.4) 3740 (16.6) 3/s ( 9.5) 5/1420 (1.9)1/z (12.7) 3/s (9.5) 2430 (10.8) 3740 (16.6) th (12,7) 3/5 610 (2.7) ASTM Specification C9O,Type 11. *ASTM Specification C9O,Type 11. No tension or shear values are published for the 5/8"or 3/4"diameter sleeve anchors in concrete block.The 1/2"diameter sleeve anchor,at its ultimate load,will consistently fail the concrete block.The 5/8"and 3/4"diameter sleeve anchors can be used in concrete block, but the ultimate load values achieved will be no higher than those of the 1/2"diameter sleeve anchor. l