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c94ior <br /> Hilti PROMS Engineering 3.0-76 <br /> vNmhlttl.ccm <br /> -. . . ....... . _.... _ ........ . <br /> Company: Engineers Northwest Page: 7 <br /> Address: 9725 3rd Ave NE STE#207 Specifier: <br /> Phone I Fax: ] E-Mail: <br /> Design: Concrete-Apr 1.2022(7) Date: 4/112022 <br /> Fastening point. <br /> 4.3 Concrete edge failure to direction y+ <br /> V`bg _ Gve) Iv ec,v Yea.v "'c.. `I'ri:v "yrawiv Vo ACE 318-14 Eq.(17.5.2.1b) <br /> vw <br /> ¢ V4:">V, ACI 318-14 Table 17-3.1.1 <br /> A:.� see ACI 318-14,Section 17.5.2.1,Fig.R 17.52.1(6) <br /> Avg =4.5 C. ACI 318-14 Eq.(17,5.2,1c) <br /> 1 <br /> e£v = 2e,, <; 1.0 ACI 318-14 Eq.(17.5.2.5) <br /> 1 t 3Cal <br /> tl env =0.7+0.3(Q ) •_:1.0 ACI 318-14 Eq.(17.5.2.6b) <br /> av _ 1.! am .1.0 ACI 318-14 Eq.(17.5.2.8) <br /> a <br /> Vt, =9?.a ti'f;caf3 ACI 318-14 Eq.(17.5.22b) <br /> Variables <br /> Cal fin-] c12]in.] ecv[in. c,v ha[in.] <br /> _._._.._,._..__._..._.. ..._._..._._,._..._._..._.._ ...._..._._..._.._......._.._.........__.._.._.._.._.._.... ......._......_............ ...... ... <br /> 23.500 0.000 1,000 3.250 <br /> le-(in.] a da[in.] f£1ps,3 asraile.v <br /> _._._........_.._..._._..._......_......... ... .. ........._.._........... .._._._.....__._.._._.._,. _.. <br /> 6,000 1.000 0.750 4.500 2.600 <br /> Calculations <br /> ...._......._.._... ...�..,..._.._.._..._................._.......,....._.__.__.__.__..................._..._..._..._..._.................................... .. .. .. .....v...._ ... .....] .. <br /> 929.62 2,486,12 1,000 1,000 1,962 68,778 <br /> Resutts <br /> 4' V�lIb] Vaa llb] <br /> 100.450 0.700 1.000 1.000 70,315 9,500 <br /> 6 Combined tension and shear loads <br /> ]3u lv Utilization l'eav(0/0) Status <br /> 0.999 0.135 1.000 95 OK <br /> (tav=(131+IV t 1.2 C=1 <br /> Inpur U8 and fesws mum W checked for conlorni t WIN;ha FmSlauf con'ditims Jnd for plausa iky, <br /> PRaFIS Engineertng i r,1 2003-.°..722 HIM AG.F1.-9494 SG+a2n HIM js a registered Trademark of H.glt AG,sch,Z3n <br />