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ENGINEERS NORTHWEST,INC.:P.S. SHEET +°•"' OF <br /> $725 THIRD AVE.N.E.(SUITE 207 j <br /> SEATTLE.WA 99119 <br /> Property of Engineers Northwest,Inc..P.S.- Use by others unlawful'""•• <br /> Lateral Loading on Mechanical Units <br /> Input Cells= <br /> Project Number: 18000065 <br /> Project Name: Everett Clinic <br /> Location: 3927 Rucker Ave.Everett,WA 98201 <br /> Design By: <br /> In.ut <br /> Mechanical and Electrical Component_,Air-s:: IivaC,fans,sir handlers.air rondtionmg units,cabinet heatr'.ra.all d selhat n boxes,and other mechan <br /> Table 13.6-1 Category=Mechanical and Electrical Components <br /> Risk Category <br /> Building Width= :.94.167 ft 6 ft <br /> Roof height above ground level=111111M1 it i —1742 lbs(MAX)M.U. <br /> Mechanical unit operating weight= 1742 lb a� <br /> Mechanical unit length= 6 ft 6.67 ft <br /> Mechanical unit depth=®ft <br /> Mechanical unit height=alat=,ft <br /> Holduwn clearance,I;.;= 6 in <br /> Seismic Parameters Note: Wind direction <br /> Sr s= 0.898 is into the page 25 ft <br /> Force inputted in= LRFD <br /> Horizontal seismic force,Fc a,.= 782.2 lb <br /> Vertical seismic force,F,,,„= 313 6 lb <br /> Vertical center of mass of mech.unit,h= 3.335 ft <br /> See seismic loads spreadsheet for additional data <br /> 14 194.167 ft <br /> Wind Parameters <br /> Force inputted in= LRFD <br /> Horizontal wind force,FI,= 1531.4 lb 2.75 ft <br /> Vertical uplift wind force,F,= 498.5 lb + al <br /> See wind toads spreadsheet for additional data <br /> Output F 6.67 ft <br /> LATERAL LOADS AND REACTIONS Ultimate(LRFD) Workin. ASO) <br /> Seismic overturning moment= 2t:i09 -Ib 1826 ft-lb '� t <br /> Seismic.uplift(a each end of unit= 864 lb 631 lb A AA <br /> A s,/ /%Jf <br /> Seismic shear @ each side of unit= 391 lb 274 lb <br /> Wind overturning moment= 5107 ft-lb 3064 ft-lb h9 , <br /> Wind uplift irk each end of unit= 2384 lb 1378 lb Cee ,-c.,0 <br /> Wind shear©each side of unit= 766 lb 459 lb <br /> T c <br /> iP0 2 P0!2 I fi <br /> Mechanics:Unit St <br /> Basic <br />