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<br /> Page 3 of 4 Report No. 4627
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<br /> TABLE NO.It-KB-11 CARBON STEEL ALLOW TENSION AND SHEAR VALUES(In Pounds)1.4
<br /> r',a 2000 psi =3000 psi 1',=4000 psi r",=6000 psi
<br /> I
<br /> Tension LA.s,on Tension Tension
<br /> ANCHOR DEPTH
<br /> DIA,- EMBED. With, Without, With' WllhouN With, Without With' Without'
<br /> (inches) (Inches) $p.Insp. Sp.insp. $hear Sp.insp. Sp.Insp. Shear Sp.insp. Sp.insp. Shear Sp.insp. Sp.Insp. Shear i
<br /> 1/4 11/x 250 125 400 310 153 4tH) 360 180 400 340 220 400
<br /> 1/, 2 1525 265 400 550 250 400 590 295 400 625 315 4UO
<br /> 1/4 33/4 625 315 4W 625 315 400 625 315 400 625 315 400
<br /> 3/x 01" 500 250 925 615 310 975 710 355 1.025 800 -;01 1.025
<br /> /x 2112 1.125 563 1.1W 1.210 605 1.1(x) 1,290 635 1,100 1,450 725 1,1(x)
<br /> 7/x 411, 1.250 625 1,100 1.3(x1 650 LUX) 1.350 675 1.1(x) 1.450 725 1.1W
<br /> 1/. 21/4 1.100 550 1,810 1.330 615 1,840 1,361 680 1.840 1,625 813 1.840
<br /> 1/2 31/2 1.750 875 1.840 2.000 LWO 1.840 2,250 1.125 1 -1,840 2,625 1.315 1.940
<br /> 112 6 1.950 475 1,840 2.165 1.080 1.840 2.375 1,190 1.840 2,625 1.315 1.840
<br /> Y, 1.500 750 2.873 1.750 875 2.875 2.000 1.000 2,875 2.500 1.250 2,875
<br /> /x 4 22.50 1,125 3.125 1 2.670 1.335 3.125 3,090 1,545 3.125 3,925 1.465 3.125
<br /> /x 7 IWO 1.5(x) 3.125 1 3.250 1,625 3.125 3.500 1.750 3,125 3,925 1.965 3,125
<br /> / 31/4 1.850 925 3.875 2,175 ! 575 2.500 1.250 3.875 3.000 1.500 3,875
<br /> 4 /, 2.750 1.375 4.235 3.875 1, 40 .2_25 4.500 2.250 4.225 5.500 2.7 io 4.225
<br /> 8 3.750 1,875 4.225 3,625 4.225 5.500 2.750 4225 5,425 2.965 4.225
<br /> 1 41/2 3,125 1.565 6.625 3.800 1.900 7.125 4.375 2.190 7,625 5,250 2,625 8,625•
<br /> I 6 5.000 2,500 8.625 5.815 2.910 5,625 6.625 3.315 8.625 8.250 4.125 8.625 I
<br /> 1 9 6.250 3.125 8.635 7.190 3,595 8.625 8.125 4.065 1 8.675 10.000 5.000 8.625
<br /> ITh tabulated tension and shear values are for anchors installed in stone-aggregate concrete having the compressive strength at the time of installation.Concrete
<br /> aggregate must comply with U.B.0 Standard No.26-2.
<br /> 'These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code.
<br /> 3Theae tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code.
<br /> "The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency.Spacing may be reduced to 6 anchor
<br /> diameters provided the values are reduced 50 percent.Linear interpolation may be used for intermediate spacings.
<br /> TABLE NO.111-AISI 304 AND 316 STAINLESS STEEL KB41 ALLOWABLE TENSION AND SHEAR VALUES(In Pounds)1.4
<br /> is.2000 psi r',a 3000 psi r',a 4000 psi r',a 6000 psi
<br /> Tension Tension Tension Tension
<br /> ANCHOR DEPTH
<br /> OIA. EMBED. Withy Without' With' Wilhoue with, Without' With, Without'
<br /> (Inches) (Inches) Sp.lnsp. Sp.lnsp. Shear Sp.lnsp. Sp.Insp. Shear Sp.insp. Sp.Insp. Shear Sp.lnsp. Sp.Into. Shear
<br /> 1/4 11/x 300 150 525 315 156 540 325 165 550 350 ( 175 550
<br /> 1/4 2 440 220 550 520 260 556 520 260 550 520 260 550
<br /> 1/4 314 520 260 550 520 260 550 520 260 350 520 260 550
<br /> !a 04 400 200 825 460 230 950 515 260 1.075 625 315 1.150
<br /> /x
<br /> -2-1/2 875 440 1.250 1.025 515 1.250 1,175 590 1,250 1,350 675 1.250
<br /> /x 41/, 1.000 500 1.250 1.250 625 1.250 1.350 675 1.256 1.350 675 1.250
<br /> '/2 21/4 800 4W 1,700 LOW 500 1,740 1.200 600 1.775 1.250 625 2.085
<br /> 1/2 31/2 1.250 625 2.085 1,625 815 2.085 2,000 1,000 2.085 2,2150 1.125 2.085
<br /> 6 1,375 690 2,085 1.765 S80 2.085 2.150 1.075 2.085 2,550 1.275 2.085
<br /> 5/x 2J/, 1,175 590 2.625 1300 750 2,875 1,700 850 3,125 1,800 900 3,125
<br /> /a 4 1,750 875 3.125 2.250 1,125 3.125 2.750 1.375 3,125 3.000 1.500 3.125
<br /> '/x 7 2.250 1,125 3,125 2.825 1.415 3.125 3.425 1,715 3.125 3.425 1.715 3,125
<br /> G
<br /> /, 31/4 1.450 725 23(x) 1.825 915 3.100 2.200 1.100 3,500 2.350 1.225 3,500
<br /> /, 4'/, 2.350 1.175 3,225 3.050 1.525 4.365 3.625 1.815 4.500 4.375 2.190 4.5(0 !'
<br /> 1/4 8 2.750 1.375 4.5(X) 3.625 1.815 4.500 4,250 2.125 4500 4,8(X1 2.400 4.50(1
<br /> 1 41/2 2.925 1.365 5.7(x1 3.625 I,S15 6.350 4.325 2.165 7.0(8) 4,5(X) 2.230 70X)
<br /> 1 0 3.125 2.tk15 7,(Xx) 6.4X1 3.(8X) 7,0W 6.750 3.375 7.001 6,875 3.440 7.(Xx)
<br /> 1 9
<br /> -I-j.2% 2_.625 7,(XX) txx) UN) 4.4(X) 7.(xx) 8.8(X) 3.300 7.000 �
<br /> 'The tabulated tension and shear values are for anchors installed in stone-aggregate concrete having the compressive strength at the time of installation.Concrete
<br /> •�.�,aggregate must comply with U.B.C.Standard No.26-2.
<br /> 'r c%c tension values are only applicable when the anchors are Installed with special inspection as act tnrth in Section 306 of the code.
<br /> 1Thc%e tension values arc only applicable when the anchors arc installed without special inspection asset forth in Section 306 of the code.
<br /> Me tabulated values are for anchors installed a minimum of 12 anchor diameters on center for I(XI percent cflicwticy.Spacing may tic reduced to 6 anchor
<br /> diameters provided the values arc reduced 50 percent.Linear Interpulamin may he used lir intermediate spaanl s.
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