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k <br />F '114 4f" MtOA QAW Aa A r e V' <br />lql� <br />aj, • 763 ' k <br />UA;. s 16 1, <br />763 $6 <br />OLD. • 4 0/0 11 <br />Vu = 126 Ibs <br />Vu = 33 Ibs <br />Fp Anchor Capacity <br />Input Data <br />Design method: ACI 318-19 <br />Anchor: 1/4`0 Titen HD Countersunk, hnom:1.625' (41mm) <br />Effective Embedment depth: 1. 190 inch <br />Concrete: Normal --eight <br />State: Cracked <br />Compressive strength: 2500 psi <br />Seismic design: Yes <br />Resulting Anchor Forces <br />Tension pbj Shear pbj <br />i 0 33 <br />Governing shear ratio: 4.311i0 (Pass) <br />Ratio ; Dbj <br />Ovr Fb] <br />Steel strength 3.2% 33 <br />1017 <br />T Concrete breakout v+ 4, 3% 33 <br />763 <br />Concrete pryout 4.3% ._ <br />772 <br />1/4"0 Titen HD Countersunk, hnom:1.625" (41mm) meets the <br />selected design criteria. <br />Wind Anchor Capacity <br />Input Data <br />Design method: ACI 313-19 <br />Anchor: 1/4`0 Titen HD Countersunk, hnom:1.625' (41mm) <br />Effective Embedment depth: 1. 190 inch <br />Concrete: Normal -,;,eight <br />State: Cracked <br />Compressive strength: 2500 psi <br />Seismic design: No <br />Resulting Anchor Forces <br />- Tension [lb] Shear [ib] <br />Cl 125 <br />Governing shear ratio: 16.4% (Pass) <br />Ratio v._ ON <br />my [b] <br />Steel strength 10.39.E 125 <br />1212 <br />T Concrete breakout v+ 16.4% 125 <br />763 <br />Concrete pryou t 16.2% 125 <br />772 <br />114"0 Titen HD Countersunk,, hnom:1.625" (41mm) meets the <br />selected design criteria. <br />A20 <br />