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<br /> FASTENERS PRODUCT INFORMATION Wedge-Bolt"(OT & 55)
<br /> PERFORMANCEDATA
<br /> Allowable Load Capacities for Wedge-Bolt OT installed in Normal-Weight Concrete
<br /> at Critical Spacing and Edge Distances 11,43,4
<br /> Nominal Minimum Minimum Concrete Compressive Strength(f�)
<br /> Anchor Embedment
<br /> Diameter Depth 2,000 psi(13.8 MPa) 4,000 psi(27.6 MPa) 6,000 psi(41.4 MPa)
<br /> d h, Tension Shear Tension Shear Tension Shear
<br /> in. in. lbs. lbs. lbs. lbs. lbs. lbs.
<br /> (mm) (mm) (kN) (kN) (kN) (kN) (kN) (kN)
<br /> 1 180 230 335 470 415 540
<br /> (2 5.4) (0.8) (1.0) (1.5) (2.0) (1.9) (2.4)
<br /> 1 112 360 500 535 520 620 565
<br /> 114 (38.1) (1.6) (2.2) (2.4) (2.3) (2.8) (2.5)
<br /> (6.4) 2 600 500 985 520 1,245 670
<br /> (50.8) (2.7) (2.2) (4.4) (2.3) (5.6) (2.9)
<br /> 2 112 880 500 1,165 520 1,315 670
<br /> (63.5) (4.0) (2.2) (5.2) (2.3) (5.9) (2.9)
<br /> 1 112 475 690 630 860 760 1,400
<br /> (38.1) (2.1) (3.0) (2.8) (3.8) (3.4) (6.2)
<br /> 2 750 775 980 860 1,300 1,400
<br /> (50.8) (3.4) (3.4) (4.4) (3.8) (5.9) (6.2)
<br /> 318 2 1/2 1,025 860 1,330 860 1,835 1,400
<br /> (9.5) (63.5) (4.6) (3.8) (6.0) (3.8) (8.3) (6.2)
<br /> 3 1,450 1,030 1,935 1,080 2,475 1,400
<br /> (76.2) (6.5) (4.5) (8.7) (4.8) (11.1) (6.2)
<br /> 3112 1,875 1,205 2,535 1,300 3,110 1,400
<br /> (88.9) (8.4) (5.3) (11.4) (5.7) (14.0) (6.2)
<br /> 2 715 1,240 985 1,420 1,195 1,900
<br /> (50.8) (3.2) (5.5) (4.4) (6.3) (5.4) (8.4)
<br /> 2 1/2 1,025 1,450 1,300 1,620 1,620 1,990
<br /> (63.5) (4.6) (6.4) (5.9) (7.2) (7.3) (8.8)
<br /> 111 3 1,480 1,550 1,950 1,810 2,345 1,990
<br /> (12.7) (76.2) (6.7) (6.8) (8.8) (8.0) (10.6) (8.8)
<br /> 3112 1,515 2,005 2,120 2,040 2,975 2,150
<br /> (88.9) (6.8) (8.9) (9.5) (9.0) (13.4) (9.5)
<br /> 4 1,890 2,165 3,155 2,270 3,155 2,400
<br /> (101.6) (8.5) (9.7) (14.2) (10.2) (14.2) (10.8)
<br /> 2 112 855 1,800 1,180 2,560 1,725 2,545
<br /> (63.5) (3.8) (8.1) (5.3) (11.3) (7.8) (11.3)
<br /> 3 1,140 1,980 1,845 2,560 2,240 2,850
<br /> (76.2) (5.1) (8.8) (8.3) (11.3) (10.1) (12.6)
<br /> 31/2 1,430 2,160 2,510 2,560 2,760 2,850
<br /> 518 (88.9) (6.4) (9.6) (11.3) (11.3) (12.4) (12.6)
<br /> (15.9) 4 2,060 2,385 3,190 2,785 3,580 3,020
<br /> (101.6) (9.3) (10.6) (14.4) (12.3) (16.1) (13.4)
<br /> 4 112 2,695 2,615 3,875 3,010 4,400 3,190
<br /> (114.3) (12.1) (11.6) (17.4) (13.4) (19.8) (14.2)
<br /> 5 3,325 2,840 4,555 3,240 5,215 3,370
<br /> (127.0) (15.0) (12.6) (20.5) (14.4) (23.5) (14.9)
<br /> 3 11080 2,370 1,620 3,030 2,175 3,700
<br /> (76.2) (4.9) (10.5) (7.3) (13.4) (9.8) (16.4)
<br /> 3 112 1,430 2,615 2,330 3,705 2,840 4,100
<br /> (88.9) (6.4) (11.6) (10.5) (21.1) (12.8) (18.2)
<br /> 4 1,780 2,865 3,035 4,380 3,505 4,500
<br /> (101.6) (8.0) (12.7) (13.7) (19.4) (15.8) (20.0)
<br /> 314 4112 2,310 3,280 3,395 4,665 4,180 4,960
<br /> (114.3) (10.4) (14.5) (15.3) (20.8) (18.8) (22.0)
<br /> 5 2,835 3,695 3,755 4,935 4,850 5,425
<br /> (127.0) (12.8) (16.4) (16.9) (21.9) (21.8) (24.4)
<br /> 5112 3,360 4,160 4,115 5,210 5,520 5,890
<br /> (139.7) (15.1) (18.5) (18.5) (23.1) (24.8) (26.2)
<br /> 6 3,885 4,530 4,475 5,490 6,190 6,355
<br /> (152.4) (17.5) (20.1) (20.1) (24.4) (27.9) (28.2)
<br /> 1.Tabulated load values are applicable for carbon steel anchors.
<br /> 2.Allowable load capacities listed are calculated using an applied safety factor of 4.0.Consideration of safety factors of 10 or higher may be necessary depending on the application,such
<br /> as lite safety or overhead.
<br /> 3.Critical and minimum spacing and edge distances as well as reduction factors for intermediate spacing and edge distances are listed in the Design Ulna section.
<br /> 4.linear interpolation may be used to determine allowable loads for intermediate emhedments and compressive strengths.
<br /> f
<br /> Powers USA:(800)524-3244 or(914)235-6300 Canada:(905)673-7295 or(514)631-4216 www.powers.com 5
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