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<br />Broyles And Associates <br />508 Baylor Court, Suite C <br />Chesapeake, Virgnia 23320 <br />PH: 757-436-2070 <br />Project <br />Starbucks <br />Job Ref. <br /> <br />Section <br />115 MPH Sign Foundation Design <br />Sheet no./rev. <br /> 13 <br />Calc. by <br />RSW <br />Date <br />2021/30/2024 <br />4 <br />Chk'd by <br /> <br />Date <br /> <br />App'd by <br /> <br />Date <br /> <br /> <br />Concrete breakout strength in shear parallel to edge - Case 2. All shear resisted by rear bolts ( parallel to edge - Case <br />2. All shear resisted by rear bolts) <br /> <br />Applied shear Vapp = 0.35 kips Edge distance x for shear ca1,p = 14 in <br />Edge distance y for shear ca2,p = 6 in Load bearing length of anchor le = 6 in <br />Basic conc breakout strength Vb,p = 25.82 kips Proj area of single anchor AVco,p = 882 in2 <br />Proj area of group of anchors AVc,p = 420 in2 Mod factor for edge effect ed,V,p = 1.000 <br />Eccentricity of loading e’V,p = 0 in Mod factor of eccentric load ec,V,p = 1.000 <br />Mod factor for cracking c,V = 1.200 Mod factor for edge distance h,V,p = 1.000 <br />Nom breakout strength shear Vcbg,p = 29.51 kips Concbreak out strength shear Vcbg,p = 22.13 kips <br />PASS - Shear breakout strength parallel to edge exceeds shear in bolts <br />2701 N Grand Ave- <br />Sign12/5/2024