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1 <br /> -. <br /> INC PROJECT ONT AMAC <br /> -- FOR APPLIED HANDLING <br /> MATERIAL HANDL) EI GINCFRING SHEET NO. 2 <br /> Tel:909-869-0989/Fax:909-869-0981 CALCULATED BY RF <br /> 1130 E.Cypress St.,Covina,CA 91724 <br /> DATE 5/4/2016 <br /> SCOPE: FREE STANDING JIB CRANE <br /> THE SCOPE OF THIS ANALYSIS IS TO DETERMINE THE ADEQUACY OF THE JIB CRANE SYSTEM <br /> PER CHAPTER 16 OF THE 2012 IBC/ASCE 7-10. <br /> PARAMETERS: <br /> THE SYSTEM WILL BE ANALYED FOR THE WORST CASE CONFIGURATION UNDER BOTH STATIC <br /> AND IMPACT/WIND/SEISMIC CONDITIONS. <br /> BOOM- 50,000 PSI <br /> MAST- 50,000 PSI <br /> PIN- 32,000 PSI <br /> BASE PLATE- 36,000 PSI <br /> ANCHORS-3/4"0 x 4"min.embedment Hilti KB TZ(ESR 1917) <br /> SLAB- 7"X 3,000 PSI(MIN) <br /> SOIL- 2,500 PSF <br /> �12G SCAN ---144 SPAN <br /> T <br /> 75 23/32 I A ' <br /> y H'OK TRAVELHMIRRAVIie.L. <br /> j <br /> .3/I66 53/64 <br /> 1 <br /> N I _ <br /> x <br /> i <br /> 12 3/4 <br /> n � i ii 3JA ;a <br /> m ! IT <br /> � � k <br />