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5-01-18 Icon Identity Solutions Sht.3 of 5 <br /> Y <br /> 520 <br /> AllowableASD Tension Load: (lbs.) AllwTenAnc:= 1_ TenSpc AllwTenAnc=912 <br /> 1.6 J <br /> AllowableASD Shear Load: (lbs.) AllwShrAnc I 1 1.6 <br /> ShrSpc AllwShrAnc=768.781 <br /> Unity Check-Kwik Bolt TZAnchors: <br /> ShrMntBlt TenMntBlt < <br /> UCKBTZAnc:_ + UCKBTZAnc=0.13 1.00 OK <br /> AllwTenAnc AllwTenAnc <br /> Note: Use 3/8"diameter stainless steel Kwik Bolt TZ expansion anchor <br /> with 2"of embedment in concrete. <br /> Design of Hilti SleeveAnchocs for the Heart Logo <br /> Based on allowable load data from Table 6 in 3.3.14. <br /> Anchor Diameter: 3/8" <br /> Embedment Depth: 1-1/4" <br /> Minimum Edge Distance: 12" <br /> Allowable Tension Load: (lbs.) AllwTenAnc:= 575 <br /> Allowable Shear Load: (lbs.) Al]wShrAnc := 960 <br /> Unity Check-Hilti SleeveAnchor: <br /> TenMntBlt ShrMntBlt < 1.00 OK <br /> UCSleeveAnc:_ + UCSleeveAnc=0.187 <br /> AllwTenAnc AllwShrAnc <br /> Note: Use 3/8"diameter stainless steel sleeve anchor embedded 1-1/4"embedment in brick. <br /> Design Loads for the Letters <br /> Dead Load: (Based on the letter'C.) <br /> Based on 4.5 lbs./sq.ft.: ShrDL:_ (2.50.2.48)•4.5 ShrDL=27.9 lbs. <br /> Wind Load: r(Based on the letter <br /> 1'V'.) <br /> Directional: ShrWL:= L(2.50.1.67)•Ir 5=0J]•WL ShrWL=79.325 lbs. <br /> `12 <br /> Suction: SuctWL:_ (2.50.2.48)•WL SuctWL=282.72 lbs. <br /> Snow Load: (Based on theletter'S'.)r l <br /> All Exposed Surfaces: ShrSL:= L(2.22.2.33)•I 5=0J1•SL ShrSL=0 lbs. <br /> \12 J <br /> Combined Shear: <br /> Summation: (lbs.) ShrLtr:_ (ShrDL+ ShrWL)2+ (ShrSL+ ShrWL)2 ShrLtr= 133.378 <br />