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5-01-18 Icon Identity Solutions Sht.3 of 5 <br /> AUowableASD Tension Load: (lbs.) Al]wTenAnc:_ 1520}•TenSpc AllwTenAnc=912 <br /> 1.6 /J <br /> AllowableASD Shear Load: (lbs.) AllwShrAnc:= �1685 1.6 <br /> ShrSpc AllwShrAnc=768.781 <br /> Unity Check-Kwik Bolt TZAnchors: <br /> UCKBTZAnc:= ShrMntBlt + TenMntBlt 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 Sleeve Anchors for the Heart Loao <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 Sleeve Anchor: <br /> TenMntBlt SluMntBlt < 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'�j V.) <br /> Directional: ShrWL:= J{2.50.1.67)•(5.00�J WL ShrWL=79.325 lbs. <br /> L 12 <br /> Suction: SuctWL:_ (2.50.2.48)•WL SuctWL=282.72 lbs. <br /> Snow Load: (Based on the letter'S'.) <br /> All Exposed Surfaces: ShrSL:= {2.22.2.33)•(5=0�� SL ShrSL=0 lbs. <br /> 112 <br /> Combined Shear: <br /> Summation: (lbs.) ShrLtr=LShrDL+ ShrWL)2+ (ShrSL+ ShrWL)2 ShrLtr= 133.378 <br />