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Specifications OPU-29 I Larson Engineering, Inc. ‘ ( , 2 5 3 InicLo► l . s C} z 4 P � �d White Bear Lake, MN 55110 -5126 e 651.481.9120 Fax: 651.481.9201 www.larsonengr.com 5 Larson SEP 2 2 ?008 BUILDING CARD DIV ISiON Sanrio Portland, OR Structural Calculations and Sketches Book 1 of 1 Calculation Release #1 Prepared for PDMS Design Group Arlington, TX i � K 813 tf/ G QC e 289PE OREGON • , �P4- EXPIRATION DATE I 2 -N ' Q 1 SEP 1 8 2008 Larson Engineering, Inc. White Bear Lake, Minnesota Project Number 11080948.000 © 2008 Larson Engineering, Inc. All rights reserved. Larson Engineering, Inc. SUBJECT S con r-" 0., — Po---It lontl SHEET NO. OF 3524 Labore Road PROJECT NO. White Bear Lake, MN 55110-5126 651.481.9120 Fax: 651.481.9201 BY fit\ H DATE 9 — i "7—at www.larsonengr corn . .. N■ . Larson ..- ... 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OF 3524 Labore Road White Bear Lake, MN 55110 -5126 PROJECT NO. &g{ygt.0 fr' 651.481.9120 Fax: 651 481.9201 BY I-1 a (4 DATE 4 --17 — 015 www.larsonengr corn -- Larson 1415(0,-,c''f ikUse - ax; s +,sg, 9 (-161i i . - Pr de, DocWh v..bw. w...1 -Spoin - See,. pie o.. ! i___ ° P - sec. 10 +s . 1 r Cr'Ql.ok I 36 5161 -FK SimAs l 1 16" O. C-. 1 0 (164. G 8c,.e.�s 1 11 . - See 106'l.. t L - - -I ��� . T4. cv.►.ee t.b., ' . r c. I 8 3/4' , 7-9.1/4 I N 1 l � h b ° f'M°rS ^^ T J /1 c 4.%`0 • Cue 1.ft•O(1 4o S.)5 pe.t 44 So.fC. {. b s�'�P(+`e'' 7. e -AV-h Cerc,St o.^ Meg■( Oft k. — Deck CA e..foM9., dSSvw.cd P.; e 1'- ,1 0 S ems` on NG Sco l e Larson Engineering, Inc. SUBJECT fir. G — }Jp,— i -Loyt-6 SHEET NO. OF 3524 Labore Road PROJECT NO. D a --- j 9 4 i. White Bear Lake, MN 55110 -5126 H 651.481.9120 Fax: 651.481.9201 BY L 1 DATE —r. — G� www.larsonengr.com Larson l 7t ) @ Eoc0; 3 0 EAU'. fi,'� It,, 6c.o(L / / / 1 / .,.. /\ / .\ I 4ga t -eicl� .- -- E� s{-rc) � -3�- �l* ll a screvs'S LJ ( L INN �c.S� i`n _� C C %4-, O-1�1g NN 3G1- St( s is C' l( " G.0 , Cli..--) S C-C:1 0 '''\ /4-- Larson Engineering, Inc. SUBJECTSC V r: p- f'Gr+ owl- SHEET NO. OF 3524 Labore Road PROJECT NO. G &-(xt1-(-Ts- White Bear Lake, MN 55110 -5126 �1 9-1 651.481.9120 Fax: 651.481.9201 BY Mil t DATE 6 www.larsonengr corn Larson - , � � r��� ��‘5+ 6 6✓14... 1- 4 Y<<S '1', , f4 N 1 C 1G . �1 / . \ \ \ / / . / N, /.. ,/ / /X, \ \ / /7 \ \ / \ \ — — — E) z4-:- P. - I I- � / h �� \ \ L NI-3 / I a F L-eq \-- .4 S- k- % \ G14. e— " P... 4.2 LS(CCIL,•.p @ V-' jLe - yn: c"i - spcx , . _ s ec.�',, ` c Y, o f, /,..i_ Larson Engineering, Inc. SUI3JECTStop‘ry P o . +Id4(1 SHEET NO. OF 3524 Labore Road PROJECT NO. CAI �� • White Bear Lake, MN 55110 -5126 u 651.481 9120 Fax: 651.481.9201 BY in c , T DATE 4-17-0* www.larsonengr.com NE Larson v 36�.S 1 4.1 -•A t l4ti4,es L3X3X!I a CA C4r." 0, en 4) A k — See I)44 c it G ,C6— Id „ors Top cr. *, i-; 0.1 Eoe In Le - /., N1C.4 4 - a • r I 1 Tj i I 3 6516 - S s +ack S I I . _ I I .I . G. ye E,c S .ae 1.0//44 .% @ 1 G. c, • SECTION ACROSS PARTITION ..... SECTION ACROSS BRACING © 0 -. .. D Sec CA Vo• Scale • Larson Engineering, inc. SUBJECT.SIfrj pi Poe 1"(0 SHEET NO. OF 3524 Labore Road v v t White Bear Lake, MN 55110 -5126 PROJECT NO. v a v 651.481.9120 Fax: 651.481.9201 BY PI, l3 DATE C( l7 –OR. www.larsonengr.com 5 Larson 36�s16�- 33 s��. . I "' 14." 0.c (1/4" E .113ed.) ' - I % S :L 7 "GiG, I � t'+c Tro 1 —J NL C,us4-1 Ccr,c, Sl Mehl Deny Gri o.,4O$-Pa, ouvw, FPe IJci - e., h, q 1 V c»- j SeC. Ate/ C'tle le • Larson Engineering, inc. SUBJECT SCwvri ' '- f 3 H () SHEET NO. OF 3524 Labore Road White Bear Lake, MN 55110 -5126 PROJECT NO. 9 651.481.9120 Fax: 651.481 9201 BY Pill 13 DATE 9--17 --O$ www.larsonengr.com 5 Larson • - I - - - ---- t it et , `Trc.14. nb� �,b •I . •.. . )0 . .�.( . I y 4 CS G Scr e�@ GG, 1 c, Stro p (1301" S"d • -- — • CIO -S ec.:1-4 0,, nno. Scot e 111 Larson Engineering, Inc. SUBJECT %i "\r+ 0' P 4 SHEET NO. OF 3524 Labore Road PROJECT NO. 0R-0'9 1 4: Cr White Bear Lake, MN 55110 -5126 651.481.9120 Fax: 651.481.9201 BY 1/1 l L3 I t DATE S - www.larsonengr.com 5 Larson C.c d e, r C z3 > ,3�1 Jp e_c.1/ - b....espc- --Sp Q =1C Gl ! ( S s -- 0/ S6, = ��,� v S, CA) (i.ctc)6z1:) OCS'er Cam+ eC�cry c C \� Gc Lip (I � � Cc4� c � L . G • S C � , IT I l it C I t-, C I � �, C. Cn (1cr t) _. Larson Engineering, Inc. SUBJECT& v-. y- f•. G Pn - 1 n n r� SHEET NO. OF 3524 Labore Road White Bear Lake, MN 55110 -5126 PROJECT NO. L' �/ 651.481.9120 Fax: 651.481.9201 BY r i 1. (- DATE www.larsonen Larson -. S OS 't / Larson Engineering, Inc. SUBJECT ---%v\ rJ a p .-*-t NL /\i SHEET NO. OF 3524 Labore Road c (� �' a White Bear Lake, MN 55110 -5126 � S e C � ` C. S PROJECT NO Cj 2�V Cj G 651.481 9120 Fax: 651.481.9201 '- 1+•-1,1..C\ ' c Jra t � �'� C1✓ u � . 4 BY V El DATE q - (c `O � www.larsonengr.com • Larson Ism • C C' u s✓1 11) rce O la (. ( off) 1 1- - 1-) , td , iv >� rJ f IUpy Cre4 1 1. c, S / �,✓/, (1.(i kr-p = lAJp 1'• • Larson Engineering, Inc. SUBJECT Sc v1rI,' 0• — P0..-ij I (N,-1.01 SHEET NO. OF Labore Rd 35 2 Bear Lake MN 55110 -5126 1-1-N- v-,) O ' �` �7, i- / / 0 f h'- 4- PROJECT NO. C'O' 1'1' �, 651 481.9120 Fax: 651.481.9201 BY In al 14 DATE CI — 11 — C- c www.larsonengr.com Larson R .) llk h.e.c, @__- S,i-e - -„S i.t.. Gz_e.. s- e coy, S - -cye_ f , \ \ \ l�.. �F...,� `Co — 1nArSd� C.q,e \\ / 1 c \ \ P I .. - ., —I \ J \\ l - -- , < -- -- II' — 5e_,..s,\--, r c L�r a F.. = (3-7s" `jC 3 r? So/,'+- iz V vi___ -- S p,-- c_ ( e- (...u..-1-,.(r, WO o,f _ ) Larson Engineering, Inc. SUBJECTS° r, r,i t a ` Par+ I Ci✓1 ( SHEET NO. OF 3524 Labore Road C { • White Bear Lake, MN 55110 -5126 ` • ` ''Q f ° 4 l S ,- ` . -G , 4- PROJECT NO. G�'O 651.481.9120 Fax: 651.481.9201 BY I' t 1 DATE e l — 17 www.larsonengr.com • Larson Pa+'h 4- ViAn d /mod �. a - Se.Sw,t Lead -Sets I-1 kti k r`� l� -e,-s S cec @ t- Rs- G, C F- = act �'� = (�G I b p, x-1-1 tb �rpr d �3,- r er c '� wi:` 6 spat 0 (Lc Q L4.o Lam 351 �- s� (S� +psi CAL • Larson Engineering, Inc. SUBJECT E SHEET NO. OF 3524 Labore Road PROJECT NO. 0 icy • White Bear Lake, MN 55110 -5126 651.481.9120 Fax: 651.481.9201 BY ( t DATE C —( C- www.larsonen • 5 Larson 1 P1 - 1 - k I • • Larson Engineering, Inc. SUBJECT y "r�'r I �? k v rJ SHEET NO. OF • 3524 Labore Road J C PROJECT NO. •--o l ° f -- White Bear Lake, MN 55110 -5126 651.481.9120 Fax: 651.481.9201 V/4' �'1 BY M 1 DATE C 1 — ( 6 -c> www.larsonengr.com • Larson • c l 1 e , of S,) + 1 N � C 7 P = I to 1 a.7 ( ,�f)C u) 6 7ua) .1 -S 1„J re X1 i „- QV) • 6U y C b eSI v_1 i' C_ c • r • Larson Engineering, Inc. SUBJECT Sp n r, - P0,4- tl .- d SHEET NO. OF 3524 Labore Road 1ni �(- ( I PROJECT NO. OR t-€ G • White Bear Lake, MN 55110 -5126 Pte✓ ` r.� 651.481.9120 Fax. 651.481.9201 BY rI U H DATE 9 - — CF www.larsonengr.com Larson L c4N I— . a 35 ����� = 3s r=S e is ` \A-A" �L� G ILA /_a r ,t- r, J\ ,,, `N•1 /` p = (s- (–?.t-) s R4 L te l C, C, p= Imo, 16 . _ 11.1' p t )_ l i✓ , 10 r n ce 3 Q21)--S G )— ` C/ � � - 5 , � �� 0(Z_ - - i . ; Screw Fastening Systems . Kwik -Pro Self- Drilling Screws 3.5.2 3.5.2.1 Product Description 3.5.2.1 Product Description The Hilti Kwik -Pro Self- Drilling Screws Product Features 3.5.2.2 Material Specifications are designed to drill their own hole in ▪ Hex head for metal -to -metal 3.5.2.3 Technical Data steel base materials up to 1/2° thick. applications 3.5.2.4 Installation Instructions These screws are available in a variety • Flush head for wood -to -metal 3.5.2.5 Ordering Information of head styles, thread lengths and drill- applications flute lengths for screw diameters #6 • For metal from 0.035° to through 1/4 ". Hilti Kwik -Pro self - drilling 0.500° thick ' + J screws meet ASTM C 1513, ASTM C • Winged reamers for wood over 954 and SAE J78 standards. 1/2° Winged IT a • Stitch screws for light gauge metal -to -metal • Sealing screws for water J resistant fastenings 3.5.2.2 Material Specifications Listings /Approvals Material ASTM A 510 Grade 1018 -1022 ICC -ES (International Code Council) Heat Treatment Case hardened and tempered CO A 196 (HWH screws only) COLA (City of Los Angeles) • Sizes 8,10 and 12: 0.004° to 0.009° case depth RR 25678 (HWH screws only) • Size 1/4 ": 0.005° to 0.011° case depth FM (Factory Mutual) Plating • Wood decking screws: Black Phosphate (8-18 x 1 5/16° PFH S -MD 12 -14 x 1 stitch and S -MD 10 -16 #3 and 8 -18 x 1 15/16° and 5/16° PFH #3) x 7/8 pilot point fasteners for securing • Kwik -Cote and Kwik -Seal screws: 0.0007' to 0.0015" Class 1 Steel Roof Deck sidelaps with Kwik-Cote Treatment 1 -60 and 1 -90 wind uplift ratings. Note: Due to environmental considerations, Hilti does not plate Listed for higher wind uplift ratings with with cadmium. FM Approved Lightweight Insulating Concrete Roof Deck Assemblies. • Most Hilti zinc plated screws conform to ASTM F 1941 (which Refer to FM RoofNav for specific replaces ASTM B 633), as tested in accordance with ASTM assembly listings. B 117. The minimum zinc thickness is 5 microns. Refer to Secton 3.5.2.5 for screw coating information. 15k 1A®OBS - Kwik -Cote Treatment Kwik -Cote is a unique copolymer coating that provides greater 1 �.{� - corrosion resistance than zinc or cadmium plating. 3.5.2.3 Technical Data Ultimate Tensile Strengths - Pullout (Tension), lb (kN) 1 . 2, 3, 4, 5, 6, 7 Nominal Thickness of member not in contact with the screw head, GA (in.) Screw Diameter 20 18 16 14 12 10 8 Designation in (0.036) (0.048) (0.060) (0.075) (0.090) (0.105) (0.135) #6 0.138 190 250 320 395 475 555 715 (0.85) (1.11) (1.42) (1.76) (2.11) (2.47) (3.18) #7 0.151 210 275 345 435 520 605 780 (0.93) (1.22) (1.53) (1.93) (2.31) (2.69) (3.47) #8 0.164 225 300 375 470 565 660 845 (1.00) (1.33) (1.67) (2.09) (2.51) (2.94) (3.76) #10 0.190 260 350 435 545 655 765 980 (1.16) (1.56) (1.93) (2.42) (2.91) (3.40) (4.36) #12 0.216 295 395 495 620 745 870 1120 (1.31) (1.76) (2.20) (2.76) (3.31) (3.87) (4.98) 1/4 in. 0.250 345 460 575 715 860 1000 1290 (1.53) (2.05) (2.56) (3.18) (3.83) (4.45) (5.74) 1 The lower of the ultimate pull -out, pullover, and tension fastener strength of screw should be used for design. 2 Load values based upon calculations done in accordance with Section E4 of the AISI North American Specification for the Design of Cold- Formed Steel Structural Members (NASPEC) 2001 edition with 2004 Supplement. . 3 The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design and a 4) factor of 0.5 be applied for LRFD design. 4 ANSVASME standard screw diameters were used in the calculations and are listed in the tables. 5 The screw diameters in the table above are available in head styles of pan, hex washer head, pancake, flat, wafer and bugle. 6 The load data in the table is based upon sheet steel with F = 45 ksi For F = 55 ksi steel, multiply values by 1 22 For F = 65 ksi steel, multiply values by 1.44. 7 Refer to Section 3.5.2.5 to ensure drilling capacities. Hilti, Inc (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espatol 1- 800 - 879 -5000 I Hilti (Canada) Corp 1- 800 -363 -4458 I www.hilti.ca I Product Technical Guide 2008 115 Screw Fastening Systems 3.5.2 Kwik -Pro Self- Drilling Screws Ultimate Tensile Strengths - Pullover (Tension) lb (kN) 1, 2, 3, 4, 5, 6, 7 Washer or Thickness of member not in contact with the screw head, ga (in.) Screw Head Diameter 22 20 18 16 14 12 10 8 Designation in. (0.030) (0.036) (0.048) (0.060) (0.075) (0.090) (0.105) (0.135) Hex Washer Head (HWH) #8 0.335 675 815 1000 1000 1000 1000 1000 1000 (3.00) (3.63) (4.45) (4.45) (4.45) (4.45) (4.45) (4.45) #10 0.399 805 970 1290 1370 1370 1370 1370 1370 (3.58) (4.31) (5.74) (6.09) (6.09) (6.09) (6.09) (6.09) #12 -14 0.415 835 1010 1340 1680 2100 2325 2325 2325 (3.71) (4.49) (5.96) (7.47) (9.34) (10.34) (10.34) (10.34) #12 -24 0.415 835 1010 1340 1680 2100 2520 2940 3780 (3.71) (4.49) (5.96) (7.47) (9.34) (11.21) (13.08) (16.81) 1/4 in. 0.500 1010 1220 1620 2030 2530 3040 3540 4560 (4.49) (5.43) (7.21) (9.03) (11.25) (13.52) (13.75) (20.28) Phillips Pan Head (PPH) #7 0.303 615 735 980 1000 1000 1000 1000 1000 (2.74) (3.27) (4.36) (4.45) (4.45) (4.45) (4.45) (4.45) #8 0.311 630 755 1000 1000 1000 1000 1000 1000 (2.80) (3.36) (4.45) (4.45) (4.45) (4.45) (4.45) (4.45) #10 0.364 740 885 1180 1370 1370 1370 1370 1370 (3.29) (3.94) (5.25) (6.09) (6.09) (6.09) (6.09) (6.09) Phillips Truss Head (PTH) #8 0.433 875 1000 1000 1000 1000 1000 1000 1000 (3.89) (4.45) (4.45) (4.45) (4.45) (4.45) (4.45) (4.45) Phillips Pancake Head (PPCH) #10 0.409 830 995 1325 1370 1370 1370 1370 1370 (3.69) (4.43) (5.89) (6.09) (6.09) (6.09) (6.09) (6.09) Phillips Flat Truss Head (PFTH) #10 0.364 740 885 1180 1475 1840 2170 2170 2170 (3.29) (3.94) (5.25) (6.56) (8.18) (9.65) (9.65) (9.65) 1. The lower of the ultimate pull -out, pullover, and tension fastener strength of screw should be used for design. 2. Load values based upon calculations done in accordance with Section E4 of the AISI North American Specification for the Design of Cold- Formed Steel Structural Members (NASPEC) 2001 edition with 2004 Supplement. 3. The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design and a 0 factor of 0.5 be applied for LRFD design. 4. ANSI /ASME standard screw head diameters were used in the calculations and are listed in the tables. 5. Phillips Bugle Head (PBH) and Phillips Wafer Head (PWH) styles are not covered by this table because they are not used for attachment of steel to steel. 6. The load data in the table is based upon sheet steel with F„ = 45 ksi. For F„ = 55 ksi steel, multiply values by 1.22. For F„ = 65 ksi steel, multiply values by 1.44. 7. Refer to Section 3.5.2.5 for drilling capacities. Nominal Fastener Strength of Screw Torsional Strength - Screw Nominal Nominal Fastener Strength Screw Only. Does Not Designation Diameter Tension, P. Shear, P. Consider Base (in.) lb (kN) lb (kN)2.3.4 Material Limitations #6 -20 0.138 1000 (4.45) 890 (3.96) Min. Torsional #7 -18 0.151 1000 (4.45) 890 (3.96) Size Strength #8 -18 0.164 1000 (4.45) 1170 (5.20) in -lb (Nm) #10 -16 0.190 1370 (6.09) 1215 (5.40) 6 -20 24 (2.7) #10 -12 0.190 2170 (9.65) 1645 (7.32) 7 -18 38 (4.3) #12 -14 0.216 2325 (10.34) 1880 (8.36) 8-18 42 (4.8) #12 -24 0.216 3900 (17.35) 2285 (10.16) 10-16 61 (6.9) 1/4 in. 0.250 4580 (20.37) 2440 (10.85) 10-24 65 (.3) 1 The lower of the ultimate pull -out, pullover, and tension fastener strength 12 - 92 (10.4) of screw should be used for design. The Pullout and Pullover tables in 12 100 (11.3) this section have already been adjusted where screw strength governs. 2 The lower of the ultimate shear fastener strength and shear bearing 1/4 - 150 (17.0) should be used for design. The Shear Bearing table in this section has 1/4 156 (17.6) already been adjusted where screw strength governs. 3 The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design and a 0 factor of 0.5 be applied for LRFD design. 4 When the distance to the end of the connected part is parallel to the line of the applied force the allowable shear fastener strength must be • reduced for end distance, when necessary, in accordance with E4.3 2 of Appendix A of the AISI North American Specifications for the Design of Cold Formed Steel Structural Membrane (NASPEC) 2001 edition with 2004 Supplement. 116 Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hiltl.com I en espaiol 1- 800 - 879 -5000 I Hilt' (Canada) Corp. 1- 800 - 363 -4458 I www.hilti.ca I Product Technical Guide 2008 1 ) - , Screw Fastening Systems Kwik -Pro Self- Drilling Screws 3.5.2 Ultimate Shear Strengths - Bearing (Shear), lb (kN) 1, 2, 3, 4, s, 6, 7 Thickness of Screw Nominal member in Thickness of member not in contact with the screw head, GA (in.) Designation Diameter contact with in. screw head, 20 (0.036) 18 (0.048) 16 (0.060) 14 (0.075) a 12 (0.090) GA (in.) 20 (0.036) 500 (2.22) 660 (2.94) 660 (2.94) 660 (2.94) 660 (2.94) #7 0.151 18 (0.048) 500 (2.22) 660 (2.94) 880 (3.91) 880 (3.91) 880 (3.91) 0 a 16 (0.060) 500 (2.22) 660 (2.94) 890 (3.96) 890 (3.96) 890 (3.96) 20 (0.036) 525 (2.34) 715 (3.18) 715 (3.18) 715 (3.18) 715 (3.18) #8 0.164 18 (0.048) 525 (2.34) 805 (3.58) 955 (4.25) 955 (4.25) 955 (4.25) a 16 (0.060) 525 (2.34) 805 (3.58) 1120 (4.98) 1170 (5.20) 1170 (5.20) 20 (0.036) 565 (2.51) 830 (3.69) 830 (3.69) 830 (3.69) 830 (3.69) #10 - 0.190 18 (0.048) 565 (2.51) 865 (3.85) 1110 (4.94) 1110 (4.94) 1110 (4.94) 0 a 16 (0.060) 565 (2.51) 865 (3.85) 1210 (5.38) 1215 (5.40) 1215 (5.40) 20 (0.036) 565 (2.51) 830 (3.69) 830 (3.69) 830 (3.69) 830 (3.69) #10 -12 0.190 18 (0.048) 565 (2.51) 865 (3.85) 1110 (4.94) 1110 (4.94) 1110 (4.94) 16 (0.060) 565 (2.51) 865 (3.85) 1210 (5.38) 1390 (6.18) 1390 (6.18) a 14 (0.075) 565 (2.51) 865 (3.85) 1210 (5.38) 1645 (7.32) 1645 (7.32) 20 (0.036) 600 (2.67) 930 (4.14) 945 (4.20) 945 (4.20) 945 (4.20) #12 -14 0.216 18 (0.048) 600 (2.67) 925 (4.11) 1260 (5.60) 1260 (5.60) 1260 (5.60) 16 (0.060) 600 (2.67) 925 (4.11) 1290 (5.74) 1570 (6.98) 1570 (6.98) a 14 (0.075) 600 (2.67) 925 (4.11) 1290 (5.74) 1800 (8.00) 1800 (8.36) 20 (0.036) 600 (2.67) 930 (4.14) 945 (4.20) 945 (4.20) 945 (4.20) 18 (0.048) 600 (2.67) 925 (4.11) 1260 (5.60) 1260 (5.60) 1260 (5.60) #12 -24 0.216 16 (0.060) 600 (2.67) 925 (4.11) 1290 (5.74) 1570 (6.98) 1570 (6.98) 14 (0.075) 600 (2.67) 925 (4.11) 1290 (5.74) 1800 (8.00) 1970 (8.76) a 12 (0.090) 600 (2.67) 925 (4.11) 1290 (5.74) 1800 (8.00) 2285 (10.16) 0 . 20 (0.036) 645 (2.87) 1020 (4.54) 1090 (4.85) 1090 (4.85) 1090 (4.85) 18 (0.048) 645 (2.87) 995 (4.43) 1400 (6.23) 1460 (6.49) 1460 (6.49) 1/4 in. 0.250 16 (0.060) 645 (2.87) 995 (4.43) 1390 (6.18) 1820 (8.10) 1820 (8.10) 14 (0.075) 645 (2.87) 995 (4.43) 1390 (6.18) 1940 (8.63) 2280 (10.14) a 12 (0.090) 645 (2.87) 995 (4.43) 1390 (6.18) 1940 (8.63) 2440 (10.85) 1 The lower of the ultimate shear bearing and shear fastener strength of screw should be used for design. 2 Load values based upon calculations done in accordance with Section E4 of the AISI North American Specification for the Design of Cold- Formed Steel Structural AP Members (NASPEC) 2001 edition with 2004 Supplement. 3 The NASPEC recommends a safety factor of 3.0 be applied for allowable strength design and a m factor of 0.5 be applied for LRFD design. 4 ANSVASME standard screw head diameters were used in the calculations and are listed in the tables. 5 Load values in table are for Hex Washer Head (HWH and HHWH), Phillips Pan Head (PPH), Phillips Truss Head (PTH), Phillips Pancake Head (PPCH), and Phillips Flat Truss Head (PFTH) style screws. Phillips Bugle Head (PBH) and Phillips Wafer Head (PWH) styles are not covered by this table because they are not used for attachment of steel to steel. 6 The load data in the table is based upon sheet steel with F„ = 45 ksi. For F„ = 55 ksi steel, multiply values by 122. For F„ = 65 ksi steel, multiply values by 1.44. 7 Refer to Section 3.5.2.5 to ensure drilling capacities. Warning: Because of the potential for delayed hydrogen assisted stress corrosion cracking, many hardened steel fasteners are not recommended for use with dissimilar metals or chemically treated wood when moisture may be present or in corrosive environments. For further information, contact Hilti Technical Support at 1- 877 - 749 -6337. 0 111 Hilti, Inc (US) 1- 800 - 879 -8000 I www.us.hiltl.com I en espanol 1- 800 - 879 -5000 I Hilu (Canada) Corp 1- 800 - 363 -4458 I www.hilti.ca I Product Technical Guide 2008 117 ,I I::_ ,- - I i Mechanical Anchoring Systems • KW1K -CON 11+ Fastening System 4.3.12 4.3.12.3 Technical Data Tension and Shear Allowable Loads in Concrete 1, 2 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Anchor Dia. Embedment Depth Tension Shear Tension Shear Tension Shear in. in. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 3/16 1 100 260 125 260 185 280 (25) (0.44) (1.16) (0.56) (1.16) (0.82) (1.25) 3/16 1 -3/4 275 260 295 265 325 300 (44) (1.22) (1.16) (1.31) (1.18) (1.45) (1 33) 1/4 1 190 325 240 390 275 540 (25) (0.85) (1.45) (1.07) (1.73) (1.22) (2.40) 1/4 1 -3/4 425 560 625 600 650 600 (44) (1.89) (2.49) _ (2.78) (2.82) (2.89) (2.67) 1 Published load values represent the average test results of testing conducted in local base materials using Hilti matched - tolerance drill bits. Because of variations in materials, on -site testing is necessary to determine actual performance at any specific site. 2 Allowable working loads are based on a safety factor of 4.0. Tension and Shear Ultimate Loads in Concretes 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Anchor Dia. Embedment Depth Tension Shear Tension Shear Tension Shear in. In. (mm) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) lb (kN) 3/16 1 400 1050 500 1050 750 1150 (25) (1.78) (4.67) (2.22) (4.67) (3.34) (5.12) 3/16 1 -3/4 1100 1050 1180 1070 1300 1200 (44) (4.89) (4.67) (5.25) (4.76) (5.78) (5.34) 1/4 1 760 1300 970 1575 1100 2175 (25) (3.38) (5.78) (4.31) (7.01) (4.89) (9.68) 1/4 1 -3/4 1700 2250 2500 2400 2600 2400 (44) (7.56) (10.0) (11.1) (11.3) (11.6) (10.7) Tension and Shear Allowable Loads Tension and Shear Allowable Loads . in Hollow Block in Red Bricks, 2 Anchor Dia. Embed. Depth Tension Shear Anchor Dia. Embed. Depth Tension Shear In. In. (mm) lb (kN) lb (kN) in. In. (mm) lb (IN) lb (kN) 3/16 1 150 225 1 125 235 (25) (0.67) (1.00) 3/16 (25) (0.56) (1.05) 3/16 1 -3/4 290 300 3/16 1 -3/4 350 300 (44) (1.29) (1.33) (44) (1.56) (1.33) 1/4 1 165 275 1/4 1 205 415 (25) (0.73) (1.22) (25) (0.91) (1.85) 1/4 1 -3/4 310 400 1/4 1 -3/4 350 500 (44) (1.38) (1.78) (44) (1.56) (2.22) 1 ASTM Specification C90 Grade N. Type II pilot holes drilled with TKB matched 1 This test was performed on individual specimens of ASTM C62 common red brick. tolerance bits for concrete blocks. Due to the wide variations encountered in the compressive strength of brick, these 2 Allowable working loads are based on a safety factor of 4.0. values should be considered Guide Values. 2 Allowable working loads are based on a safety factor of 4.0. The anchors are installed a minimum of 12 diameters on center with a minimum edge distance of six diameters for 100 percent anchor efficiency. Spacing and edge distance may be reduced to six diameter spacing and three diameter edge distance providing values are reduced 50 percent. Linear interpolation may be used for intermediate spacing and edge margins. Combined Shear and Tension Loading • ( N l + (V l \ N red/ V red / s 1.0 (Ref. Section 4.1.2.7) \ Hilti, Inc (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espanol 1- 800 - 879 -5000 I Hilti (Canada) Corp. 1- 800 - 363 -4458 I www.hilti.ca I Product Technical Guide 2008 377