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SON TITEN HD®
<br /> t'on a Heavy Duty Screw Anchor for Concrete & Masonry ��'�
<br /> pN(:Nfin EY6fFME
<br /> Tension Loads in Normal-Weight Concrete (
<br /> Tension Load •,et ''a'`
<br /> rr
<br /> Critical Critical - 1.,a''
<br /> Embed. Edge Spacing t'c 2000 psi(13.8 MPa) I'c>=3000 psi-7 re"•4000 psi(27.6 MPe) e.p anat o
<br /> Size Drill Bil Depth Concrete e+.1.0..04
<br /> In Die in Dist. Dist Concrete (20 7 MPa) ratite ns
<br /> (mn,1 in (Mimi (mm► (in-' Ultimate Std Dev Allow. Allow. Ultimate 'Std. Dev. Allow.
<br /> lbs (kN} lbs (kN) Ms IkN) lbs.(kN) lbs.(kN) IWS.•
<br /> (kN) lbs.(kl1)
<br /> 234 4 247 1.015 1315 6,204 1 • (1,550
<br /> 3 8 3 3/4
<br /> 3.8 3 b 1,067 347 1,770 2.115 9.820 1,434 2,455
<br /> (95) 01 5, it 5; i (7.9) ' (9 4) a3 Ti (6.4) (10.9)
<br /> _ -
<br /> 2 3/4 4,610 �_-1 155 1,400 8,580 1,645
<br /> ' (70) . (20.5) ' _J (5.1) (6.2)_ (29.3) (7.3)
<br /> 0 10742
<br /> 1/2 3 5/8 I 4 8 7,413 412 1.855 2,270 , . 600 2,685
<br /> 12 7) 1/2 (92) 1 (102) 273 (33.0) _ (1 8) (8 31 (10.1) (47.8) (2.7) (11.9)
<br /> 5 3/4 , 10,278 I 297 2,570 3,240 15,640 2,341 3,910
<br /> ;= t 1461 ::45 7i ' i1 31 (11.4) (14 41 (69.6) I (10 4) ) (17.4)
<br /> 2 3/4 4.610 1.155 1.400 6.580 ' • 1,845 I
<br /> (70) ,:• 6 2 i : (29 3) (7 3)
<br /> 5i11 , 41/8 5 10 8 742 615 2.185 2t 630 12,,285 1,604 3,070
<br /> i15 c. 5l8 11051 r254 - q, ,
<br /> )
<br /> 5 3/4 12.953 1 764 3.240 3,955 1 18,680 4,870
<br /> .l6, -1; ,-PI •141 : (176) 18311 (208)
<br /> 2 34 4,674 • 1,170 • 1,405 6,580 1 1,545
<br /> ` (70) (20.8) • (5.21 (6.3) (29.3) (7.3)
<br /> 3/4 4 5/8 6 12 10,340 1,096 2,585 3,470 17,425 I 1,591 4,355
<br /> (19.1) 3!4 i (117) (152; (305) (46.0) (4.9) --a. (11.5) (15 4) (77.5) ; (7 1) (19.4) I
<br /> 8 Sj4 ( 13,765 ' 1,015 1 3,440 4,055 18,680 I 1,743 4,670 i
<br /> (146) , 1 (61 2) (4 5) ' (15 31 (18 0) (831) , (7.8) (20.8)
<br /> It
<br /> Shear Loads in Normal Weight Concrete ___� ._L
<br /> 1 Shear Load
<br /> _
<br /> Embed Critical Critical
<br /> Size i Drill Bit Depth Edge Spacing t'c>'2000 psi(13.8 MPa) Ire>c 3000 psi re>�•4000 pal(27.6 MPa)
<br /> In. ' Dia Dist Dist. Concrete �- (20.7 MPa) Concrete
<br /> in -_,
<br /> (mm) in (mini in In Ultimate Std.Dee Allow. Allow. Ultimate Std.Dee. Allow.
<br /> (mm) (mm) lbs.(kNI lbs.(kN) lbs. (kN) lbs.(kN) lbs.(kN) lbs.DM) lbs.(kit)
<br /> 2 3 1 6.353 1.590 1.665 1,740
<br /> 412 6 i28_ )7.1) 41 - (7 7)
<br /> 3$ 3 6 _ 1,740
<br /> 3 3 a • 6,37 i 1.006 1,595 1.670 •
<br /> ` 128 4 (4.5) ' (7 1) 7 ill (7 7)
<br /> 23l4 6,435 ' 1,610 2,055 9,987 2,415
<br /> j (70) I (28.6) • (7.2) (9.1) (4._1) • (7.8)
<br /> 1/2 3.5/8 8 8 9,324 1,285 2,330 2,795 13,027 597 3,255
<br /> it2 71 1/2 L (92) (152) (2031 ,(41.5) (5 7) (10.4) (12.4) (57.9) (2.7) (14.5)
<br /> 5 3/4 1 11.310 1,245 2,830 3,045 •
<br /> 3,255
<br /> (146i i (50.3) (5.5) Y (12.6) r (13.5) (14.5)
<br /> 2 3 1 7,745 1,935 ' 2.215 I 9,087 2,495
<br /> F 34.5): 1� - - (8.6) (9 (44 4) • (11 i)
<br /> I �� 1 e 7 1'2 1D 8.706 1,830 i 2,175 (416 18,607 1,850 4,650
<br /> 5r8 5,B =;) (8.1) i (9.7) it52) (82.8) (7.3) (20.7)
<br /> 1�� .r� 12,498 2,227 ' 3,125 : 3,890 4,650
<br /> 5' (20 7)
<br /> i5561 (99) 1139} (17.3)
<br /> p 314 7,832 1 1,968 2,410 11.460 2,885
<br /> (70) • (34 8) (8.7) (10.7) (51 0) (12 7)
<br /> 170
<br /> r 394) j S/4 1 4 (2291 +30 I , (49.9) (222 2.900 (1� (20� (10998) (10 2368 7 4)
<br /> 5 3/4 19,793 . 3,547 4,050 6,500 24,688 795 5,170
<br /> (146) . • (813.0) i 115 81 __(22.0) (24.7) (109.8) (3.5) (27.4) _
<br /> '+:e a'c' -.c,e'::,a.., 50.c::r r 1 a.-C c`it ssie..; lace'of 4 0 4 The inli muciconcrete thickness is 1':times the embedment depth
<br /> Ahn:-,zb,-r'.rat Ma,be i,,,,easec 3'- :for sne.T term 'ua qv 5 Te''S.'arc Shear roads tar the Tnen HD ma',be combined using the
<br /> mu,IP n-cote ,c forces e e r al nel n :oae citifl a a"1 Or, cuaho: (n=')l Alioaabte load may be Interpetaled
<br /> ., .r.e a. ad,s"- ' a :-u 3,0 e.1pe , ,, compressive s'rengahs oetaeen 2000 psi an 4040 psi
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