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.01 <br /> '?t ��: - = STt1PSON STRONG-11ti=s-Anchor Des9ner'' M. IJ <br /> Fee i't Start-Pruied settings Anchorlayuut View PI, _ <br /> • <br /> tayere; =; �,.� ter :' , 1 -p �. SIMPSON <br /> vleW I'hh �. *' CCU F3 <br /> lndedse Deveasp •.,,,, <br /> /(�Font h I Size,2P�: font fcrtE (`� SGIbri;^�'Xt? <br /> 9DLkw o{igon%I fbPtiize: 1 yley I ,Movement ' Fincti,., Bu14 3.0.7847.14}•4L,`� <br /> �Inppts I-Caldtlatbnsumflrary +�':X' <br /> • tilbs op <br /> b — Z <br /> /i. <br /> asaa , <br /> InputoatayY (�i <br /> Design method:AG 318-14 0 ft-lb <br /> Andwt:5(8'0 Then HD,hnomi5'.(1271nm)� <br /> Effective E nhedmentdepth 3 820 erdt <br /> Con.rete:Normal-weight "�� j`•n'.. <br /> State:Cracked '•"" <br /> Compressive strength:3500 Psi .`. ... — -..." <br /> SeiuNc design:Yes - <br /> CwCr19Ee <br /> Vr <br /> • <br /> ItesokinOAnchvrForces ry . h^},� »E-r- <br /> Tenson thi Sheol j1e] \ �air x q,} .t aK� r ~ '+tea.. <br /> 1. 0 12504 �,s ?°y 1 t�i `.w( �yy,iYxK �� Y'Fry" .,_ <br /> Z o 1250 -.,cb • <br /> r. '`^ a 2 m ',s 0 It Ib I I <br /> • <br /> Govereing shear ratio:77.4%(Pass)' lbw -a",,p .�/ - <br /> Ratio V�[1e �Vn[to] U ft lb ! • <br /> steelsheryttt 26.0% 1250 4800 (r;,,,,. .,;, <br /> T •Concrete breakout x+ 77.4% 2500 3231 .� �`"" ";11 .. v <br /> Carxrete pryout 21,5% 2500 116SS <br /> 5/1E.VTiten HD,hnom:5"(127n1)meets the selected ❑lb <br /> design enteric. m X 44 k `t, I <br /> � I <br /> 2500 lb N <br /> ry4'�Y �^s Y� £ , <br /> ass Ia; t4 4� a . Y �� t.-. a Cmin%1.75! Snn -3.00d.N=0% ! .�.V.a 7% oi.N+V=0% P �eiCart.{ _ <br />