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PROJECT HO.• MN05355B-18V0 ENGINEER: LKN <br /> TITLE: LOADING CALCULATIONS CHECKED: HML <br /> DATE: 2/14/2018 <br /> DESCRIPTIOII: DUNKLEY RESIDENCE SITE APPROVED BY: MM Page 9 <br /> Drift Limitations -ASCE Sect. 12.12.1 <br /> Story Height (mean roof ht) hsx Hbldg hsx = 24 <br /> Allowable Story drift ( Group I ) Aa:= 0.020•hsx2 a= 5.760 i <br /> Max. lateral deflection (per FEA) Alateral 1.573-in <br /> (Combination Load Cases) <br /> longitudinal 1.649•in <br /> AMax max(Alateral,Alongitudinal) <br /> AMax = 1.649.9 <br /> Drift Assesment: jDrift= " Acceptable " <br /> Note: Perimeter walls were Not <br /> modeled in FEM <br /> (Therefore Drift is considered Acceptable) <br /> Deflection Limitations <br /> Span Wbldg= 33.58-ft <br /> Max. Allowed deflection Aallow:= Wbldg Dallow= 2.239•i <br /> 180 <br /> Max. vertical deflection (per FEA) Overt 2.375•in <br /> (Combination Load Cases) <br /> Avert= 2.375.9 <br /> Def:= if(Avert> 1.1 Hallow, Does NOT Meet "," Meets ") <br /> Deflection Assesment: IDef= " Meets <br /> The above values are a result from Load Combinations Not Basic Load cases <br /> MN05355B-18V0_I BC-12_Loadi ng.xmcd <br />