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Boeing Renton Bid RFQ No.:2012-TG-25-120x34 FLOOR LOADING <br /> Shuttle XP HD-500 3050 mm x 863.6 mm x 8150 mm <br /> (120.08 in.x 34 in.x 26 feet,8.87 Inches) <br /> The floor loading calculations comply with the General Quality Assurance and Test Regulations for Storage and Factory Equipment,RAL-RG 614 <br /> Surface pressure: <br /> The customer must ensure and should guarantee the floor has sufficient capacity to absorb the surface pressure. <br /> Floor load-bearing capacity: <br /> The customer must ensure that the floor has sufficient capacity to absorb all loads imposed by the equipment.The customer must provide the KardexRemstar representative with all <br /> information regarding present and future room conditions.lf no other Information Is provided,you can proceed on the assumption that a minimum surface pressure al of 5 N/mm2 <br /> (725.19 psi)is acceptable. <br /> Maximum surface pressure: <br /> Unit deadweight- mcoT: 1476 kg. <br /> Max.load(gross)- mBruno: 67140 kg. <br /> mom : mLGT+merull, = 68616 kg. <br /> FFonv: m0,,,x 9.81 in/s2 = 673123 N <br /> omax.: FFGes. = 6.01 N/mm' <br /> (Bearing surface=14000) 8 x 14000 mm2 <br /> Maximum surface pressure/PSI: omax.x 145.04 871.69 psi <br /> Actual occuring surface pressure: FFGes./tat. =Actual load per unit[N] <br /> stat. =Actual surface pressure[N/mm2] <br /> A =Bearing surface(=14,000 mm') <br /> omin. =Assuming minimum surface pressure of floor[N/mm'] <br /> FFGes./tat <br /> otat.: omin. 2 Etat. <br /> 8 x A <br /> Unit dead weight- mLGT: 1476 kg. <br /> Total Tray dead weight- mT: [n(It Trays)x dead wt.each) 1507 kg. <br /> Max tray load- MLA. [a(tl Trays)x Load each) 36001 kg. <br /> mGes.,,,. =MLGT+n x(Mn +MZul.) 38984 kg. <br /> FFG,.: mGes.tat.x 9.81 m/s. = 382433 N <br /> otat.: FFGes. = 3.41 N/mm' <br /> 8 x 14000 mm' <br /> Actual surface pressure/PSI: otat.x 145.04 495.25 psi <br /> Max.required floor load capacity: MGes,n,, =Max.Total Weight(kg.) <br /> mLGT =Unit dead weight(kg.) <br /> marwro =Max.gross load(kg.) <br /> Max.total load- MGesmax,: mcsn+marwe = 68616 kg. <br /> Calculation of maximum floor load bearing FFG„. =Load per unit(N) <br /> capacity: AGerur = Unit base[m'] <br /> UW = Unit width[m] <br /> UD =Unit depth[m] <br /> Z Pmax =Max.Floor load bearing capacity[N/m') <br /> pmin Pmax. <br /> p =Assuming min.floor load capacity[N/m'] <br /> Maximum Load per unit- FFG„., mGes,mr.,.x 9.81 m/s2 = 673123 N <br /> Unit base[ma]- AGerat: UW x UD = 10.39 ma <br /> FFGes. <br /> Pmax.; Acar-t = 64786 N/mm' <br /> 648 kN/m2 <br /> Maximum Floor Load Bearing Capacity/PSI: pm,,,.:x 145.04 = 9.39 psi <br /> Actual required floor load bearing capacity: MGes„, =Actual Total Weight(kg.) <br /> mLGT = Unit dead weight(kg.) <br /> memuo = Max.gross load(kg.) <br /> Actual total load- MGes,,, c MLGT+n x(MT+Mu.) 38984 kg. <br /> FFGesna. =Actual Load per unit(N) <br /> Calculation of actual floor load bearing capacity: AGer0i =Unit base[m'] <br /> UW = Unit width[m] <br /> Z UD = Unit depth[m] <br /> pmin Pm.. <br /> pear. =Actual floor load bearing capacity[N/m'] <br /> pm;r =Assuming min.floor load capacity[N/m'] <br /> Actual Load per unit- FFGe,: rnGes,,,ex 9.81 M/s. = 382433 N <br /> Unit base(m']- karat: UW x UD = 10.39 m' <br /> P FFGeGs./tat. = 36808 N/mm' <br /> A <br /> erar <br /> 369 kN/m2 <br /> Kardex Remstar,LLC 1 Date Printed 3/10/2015 <br />