Laserfiche WebLink
w 29 <br /> e <br /> Hi(ti PROPS Engineering 3.0.76 <br /> www.hilti.com <br /> . ........., ................ --_--_ _ ..... ... ..... ............ -_._. _.._ ..._.....__ <br /> Company Engineers Northwest Page: 5 <br /> Address: 9725 3rd Ave NE STE#207 Specifrec <br /> Phone I Fax: { E-Mail: <br /> Design: Concrete-Apr 1.2022(7) Date: 41112022 <br /> Fastening point <br /> 4 Shear bead <br /> Load Vua jtb] Capacity# Vn fib] Utilization a V,./# Vn Status <br /> .....-_..... .. <br /> Sleet Strength` IIA87 18,674 7 OK <br /> Steel failure(with lever arm)' NIA NIA NIA NIA <br /> Pryout Strength— 9.500 159,281 6 OK <br /> Concrete edge failure in direclion y+" 9,500 70.315 14 OK <br /> 'highest loaded anchor "anchor group(relevant anchors) <br /> 4,1 Steel Strengths <br /> V a =As„y fv_- ACt 318-14 Eq.{17.5.1.2a} <br /> $ Vltedl.=V a AC)318-14 Table 17.3-1.1 <br /> Variables <br /> A.,tinz <br /> � fma{pSt) <br /> 0.44 65,000 <br /> Calculations <br /> V,.(lb) <br /> 28,730 <br /> Results <br /> V.,,(Ib] ''�sleaF �' �rw.e�lia) vua[lb] <br /> 28,730 0.650 18,674 1.187 <br /> _.._ _.. -.. . .. . _ - _ _...._... <br /> u.._..._. .._..._.. .... .. ... _ __ <br /> Inpt..-1 data and msul:s must be che&ed for corndrnai}wi.t;lye ex st.nq casndgicrs�d h p1 ust'dity, <br /> PROFI.g Englrcenng(c)7X03-2022 HA.AG.KL9494 Scharr.1 F F,s ai rcginemed Tted..n a�N o'1AW AG,60iaan _._ <br />