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�A <br /> Hitti PRORS Engineering 3.0.76 <br /> www.hitti.com 7 <br /> Engineers Northwest <br /> Address: 9725 3rcl Ave NE STE#207 Sperber, <br /> E-Mail:Phone I Fax: I Date: 411/2022 <br /> Design: Concrete-Apr 1,2022(9) <br /> Fastening point: ...... ............. <br /> 4.3 Concrete 0090 failure in direction Y+ <br /> va,g = AV� Tq:1.v WC..V 'tFhM `?IWJWW Vt- ACT 318-14 Eq-(17.5.2.11)) <br /> ACT 318-14 Table 17.3.1.1 <br /> Av, see ACT 318-14,Section 17.5.2.1,Fig.R 17,5ZI(b) <br /> ACT 318-14 Eq.(17.5.2.1c) <br /> A,, 4.5 c', <br /> 2e-) <, 1.0 ACT 318-14 Eq..(17,52,5) <br /> , <br /> edm =0.7+0.31 1.0 ACt 318-14 Eq.(17.5.2 6b) <br /> V-5c.) - <br /> 1. <br /> - ACI 318-14 Eq.(17.52,8) <br /> kv 5c', 1.NF1!_C_n , 0 <br /> h, - <br /> Vb 9).i, t`fe 1 s ACT 318-14 Eq.(I 7,522b) <br /> Variables <br /> c [in.) e.\,,[in-) in. <br /> ------------ .......... ......... ............... .............................. <br /> 22.500 0,000 1.000 8.500 <br /> 1.[in] i.a d. in, f,[Pstj <br /> 6..000 1.000 0.750 4,500 2.000 <br /> Calculations <br /> ecy %",.v V,[1b) <br /> 777.76 2.278..12 1,000 1.000 1.993 64,435 <br /> Results <br /> 11bi <br /> V�, <br /> VO It <br /> 87.668 0.700 1.000 1.000 61.368 9,500 <br /> 5 Combined tension and shear loads <br /> PV ry tttiNzatTgn14,.v.[%) <br /> 0.994 .0155 <br /> 01 5 5 1.000 96 OK <br /> ((I, 1.2 <br /> .......... .............. .... ..... <br /> !notji data and results M31 be ctWtked W COINzIMMY MM the Oxist-09 C '11 .or art, <br /> ty <br /> PROMS Eriginwtng(c.)2003-2022 Hft AG,FL-94';4 Schaar "is a reVEared Trademark of Kill AG,SM801) <br /> 7 <br />