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Co ii7any: Mike Smith En�eeriag,Inc-,-_-a
<br /> ate; 7!Anchor Designe€'� Zngineer; Mike Smith a({0, 41+1
<br /> Software Project. 9 Cal Tank Lines*17174
<br /> Wer;imi 2.4-56i'3.0Addre
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<br /> Mgr #r-"Ckt`h,t A}�&liar in Sia [* ,PAID
<br /> Via(14") f;p,,W ! avVi,e ,tL)
<br /> WC,. 1.0 13.66 U13 z5aZ5
<br /> 10-Concrete Pnt_gt1 tren4Lh*l Aj1rhG.r htkRr
<br /> �t'c,�:=cin+.fn(fsrpPJ�,�{S�Afrt.�(r �rnin(ks,�A>w/Arco)fece:�'Feda..3«,rrnf��,�r�cuSkmcl,4rx-)4'a��1`1''nr�.NY�,.1uYs:F+.T!r1(c#{GC� (�"41i
<br /> k� tin!:(iri 7 Av c(lrti`7 Fel.rin r�'ev ya YcmNn fUaa(Ih) rVa(lb)
<br /> 2.0 165.89 1f4,56 1.000 1-000 1_ace 3192 5065
<br /> Ari..(ani) hr<co(Irr') Yr�N 111.-,4 H N-h(Ib) 0
<br /> 216.00 144,00~ 1.000 1.400 1.480 1,000 6800 10200 4.70
<br /> OV49(IN
<br /> 7091 --
<br /> tntg,-,,j jail of Tr<nsile and Shear Fareas[$eg71
<br /> Tension Factored Load,N_(16) >?es+gn Strew V1..6Ni 110 Rakuo Status -
<br /> steed J i25 6176 0,02 Pass
<br /> Concieic iareakout 250 4473 0.115 Pass
<br /> Adtx"ive 280 24819 0A 2 Pass(Governs)
<br /> Sha ar Faglwt-d Load.Vr 02) Design St(@ngth.oyn(g)) Ratio staius
<br /> keel 310 u� 25as J 0,42mass(GoVern5)
<br /> Fr7aut b'20 7091 11,09 Pass
<br /> iraeraet3a l checky.fopi, Combined Rai a PerEnissible Statu; —
<br /> 5ec,:-3.7.2 0.04? ❑_i2 92_+i 4b 1.0 Pass
<br /> SET-XP vW 1f2"0 F4554&r.36 with hef=4,000 inch meets the selected derign ctfteria
<br /> When cra(;ked cueicnetc is seleoted.Qpsecratti compressive stremgfh users in ooncrele breakout sf ngm In to nsir,rr,adtiosiVs strongtll In tension
<br /> and cOricrete pryout sirenglh in sheat f❑r SEA-Xp adhesive anchor is limited to 2,500 psi per CC;C-rtS EGG-2Soa Section 5.3.
<br /> -Minimum spacing antl edge d5 stance rwua rement raf6da per ACI 31$t3ections 0.8.1 any]D.$,7 for torgiledt Cast-ln-place saws ar is waived Per
<br /> de4igner option.
<br /> 86ttfe fm4ure gc,vems far tensioa.Governing anchor fslure made is brittle fa'slure.Attachrnant shail be designed to satiny the requirements of AC[
<br /> 318-1 S $ectiop D.3.3.4.3 109'structures as3igned to 43eisrnic Oeslgn Ca"ory Q.D.E,or F when the oamporipnt of Me strength level earthquake
<br /> farce applied to anchGrs exceeds 70 percent of the total factored anchor force aasociated with thEL Sarna load combination,in rase veer ACI
<br /> 318-11 SF:lions (a)3 to 5,�b7,(o1,ar(d)is satisfied far tensigr%loading,select appropriate cn4ckbox from inigui5 tab to 6-sable this
<br /> message.Altemativ*.Qo factor can be enterer.4 to s-akisfy ACt 3 t E-t 1 Sedion p.3.3_4.3(d)to increase the earthquake portlen of the loads as
<br /> rPgUiTred-
<br /> -Pt..r des;rgrtor'input.aumt l[ty Mquirernents for shear have+been determinad tb lie sat+ssied-dos gr,4e to Verity.
<br /> -De5igner must aarercise Own)udctement t0 dett?smine if fhil design is s,aitable.
<br /> -l-�efer to monufacturei s produce R eraturc fyrr hole cle.ariing and ifistallation instruct ons-
<br /> 9r'p+.kk dah1 filo rasute*,must be churl kaad i7r ragrCPrtent.wth the existing clK:urnstances,(fie standards Arid gukielines must be checked fur plauaibility.
<br /> ;i:n"}:rnn,>b7 c;,. t 7 i�:,:. ii25$W.Las Pos,Ls5 Eoulevard HLP.,;rrlan,CA S45BO Pfin,,e;9+5,5512MI } Fax 926.447.351x'! 'xws+f.simnQti�.001'#
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