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C=z5al <br /> o i t <br /> H tti PROMS Engineering 3.0.:76 <br /> www.hiffl.com <br /> Company-, Engineers Nutthwest Page- <br /> Address: 9725 3rd Ave NE STE#207 Specifier: <br /> Phone I Fax: [ E-Mail: <br /> Design: Concrete-Apr 1,2022(9) Date: 4I1l2022 <br /> Fastening paint: <br /> 4.2 Fryout Strength <br /> � o t r Ey to r, � ACI 318-14 Eq.(17.5-3_1b) <br /> ��, =k-c p�NO i oc.�t -eaty +cN u cph� + <br /> 0 Vey =V. ACI 318-14 Table 17.3.1.1 <br /> A,, see ACI W-14,Section 17.4.2.1,Fig.R 17.4.2.1(b) <br /> A � =9 hef ACI 318-14 Eq.(17.4.2.1c) <br /> 1 <br /> e-N 1 0 ACI 318-14 Eq.(17.4.2.4) <br /> - 1y <br /> 3 hC. <br /> 4 ea n =0.7+0:3(-n 1.0 ACI 318-14 Eq.(17.4.2.5b) <br /> er <br /> 41 cph =MAX c 1'a 1 h� s 1.0 ACI 318-14 Eq.(17.4.2.7b) . <br /> :x <br /> 3 ot,a ACI 318-14 E 74.2.2a <br /> Variables <br /> 14v h.,fin.l. ........ ....... .e i n[in.). . . �k.�[in.1..._....._.._...._.......c, -, tin.) <br /> 2 7.750 0.000 0.000 12.000 <br /> e.n k, ). f [psi].._......._.. <br /> 1,000 °° 24 1-.000 4 500 <br /> Calculations <br /> „ w. N fIbi <br /> 1,671.06 540.56 1.000 1.000 1,000 1.000 34,735 <br /> Results <br /> V tb concrete Il`sesssnM 0,0o w'€xk: V: bj due(lb] <br /> 201.905 0:700 1.000 1.000 141.334 9,500 <br /> IrOA Gaw aril(ftw,$must to errecketf toe cnntor,"ty*on;tf-*awing cond.tims an®ter ptaisz;9sty' <br /> PROM EngmeLm9(c;2=1.2022 kiss;AG,FL-W94 Swan Hitt,is a regis,z;za rt 5Q!nark a:Fits hG:�aJtaa t <br /> 6 <br />