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Doc 281504:02p Jiffy Lube 2.497 2099 21663 p.1
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<br /> HIT-RE 50o Epoxy Adhesive Anchoring system 3.2.5
<br /> Table 8-Allowable steel strength for carbon steel and 8170114e1is steel HAS rods'
<br /> Nominal HAS-E HASStPer
<br /> ISO 898 Class 5.8 HAS SS
<br /> anchor ASTM Am 87 AIS1304/416 SS
<br /> diameter Tensile Shear Tensile Shear Tensile
<br /> in. Shear
<br /> Ib{kNi Ib IkM Ib(kN) b tkM Ib lkNy Ib(kN
<br /> 3/8 2,640 1.380 4„555
<br /> (11 2,345 3.645 7.875
<br /> .7) (6.0) R0.3
<br /> 1 p0.4 (16.2) (8.3
<br /> 1/2 4 4 $100 4,170 6,480 3,335
<br /> {70.8) (as.
<br /> 8� 7,340 3,780 12,655 6620 (29� 114.8}
<br /> (5S 70,125 5,215
<br /> 3) (29.% (45.0) R3-21
<br /> 3/4 70,570 5,445 18.225 91390 12,390 8,385
<br /> (47.0) (24.2) 81.11 (41S) 156.1 (28. _1y� . a7
<br /> 7� 14.385 7,470 24,805 12,780 16,865 139•b7 i E�A. e V�L,
<br /> 164.0) (33.0) 1110.9) 156.8) (75.01
<br /> ' -87 9,680 32,40D 16,690 22,030 11,9W
<br /> {43.% (144.1) (74.2) (98.01 (50.5} 1
<br /> 28,360 75,125 50,820 26,060 34,425 17,735 DECt u
<br /> ( 15
<br /> 130.6) (87.3) (2252) (153.7) 178.9) ��
<br /> 1 Steel strength as delmod Jr.moo MMMT of Steel ConsWcOon t"g NVIRONMENTAI
<br /> Tensile=q33 x F x NOmtnai Area
<br /> I-ICAITu nctlnaTn4cnlr
<br /> Shear=0.17 x F x N,,,dnal Area
<br /> i
<br /> Table 7-(Atimate steel strength for carbon steel and stainless steel HAS rods'
<br /> HAS-E
<br /> Nominal HAS sow HAS SS
<br /> anchor
<br /> ISO 898 Class 5.8 ASTM 1799 87 _ AISI904J316 SS_
<br /> diameter Yield Tensile Sheer Yield Tans6e Shear
<br /> tYield Tensile Shear
<br /> n. Ib IkM b(M) b" b(1d4) Ib 4141) b
<br /> 9jB
<br /> 4.495 61006 3,605 8,136 10,350 6,210 5,D35 10,280 4970
<br /> 120.0) (26.7) (16.0) (362) (43.4) (27.6) (22.4) Mai (22.1)
<br /> 1/2 8230 10,675 6,405 14,900 18,405 11,040 91225 14,720 61835
<br /> (36.6) (47.5) (28.6) (68-31 (7910) (49.1) (411) (65.5) (39.8)
<br /> 6/8 13110 16,680 10,010 23,730 28,780 17,260 14,690 23,010 13,805
<br /> (68.3) (742) (44.5) (706% (126.7) (76.% - (65.3) (102.4) (61.4)
<br /> 314 19,400 24,020 14,415 35,120 41,420 24,060 15,050 28,165 16,800
<br /> 189.4 1106.91 (64.1) n5s.21 118&7) (66.9)
<br /> 7/8 26,760 32,695 19,620 48.480 5&370 39,825 20,775 38,335 23,000
<br /> 4119.1) (145.4) (07,3) (215-7) (258.9) (750,5) 192.4) (170,5) (102.9)
<br /> 1 35,130 42,705 25,625 63,800 731830 44,160 27,265 50.070 30,040
<br /> (158.3) (190.0) (114.0) (282.9) (397.0) (198.6) 1721.2) (222.7) (133.6)
<br /> 11/4 56,210 66,730 40,035 101,765 115,050 69,030 43,61D 76,235 46,940
<br /> (250.0) (296.8) (178.1) (452.8) (511.8) (307.1) (194,0) (348.% (206.8)
<br /> 1 Steel strength as defined h AISC M1.=enual w bteel tie118tmctlon 2nd Ed.4LRFD):
<br /> Yield-Fr x tensile stress area
<br /> Tenslla-0.75 x F.x nombai mea
<br /> Shear=0.45 x F x nominal area
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