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Project Number: 251214 <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />HOAG MEMORIAL <br />17. BASE PLATE ANALYSIS <br />17.1 SUMMARY <br />Status Pass <br />Unity Ratio 36.86% <br />Governing LC <br />(1.2 + 0.2SDS)D + (1.2 + 0.2SDS)0.7P + / — PE <br />Max Compression, Pu 6.81 kips <br />Tanchor 0.52 kips <br />Tonchor,6tol 0 kips <br />17.2 BEARING CHECK <br />�c,bearing = 0.6 <br />Required Base Plate Area, Areq = U 1: a = 2.2261 in <br />Area Under Column, Ac = 9 in <br />If A, >_ Areq then base plate is not in demand under bearing <br />17.3 BENDING DUE TO TENSION <br />� = 0.9 <br />Distance of anchor to upright: <br />Sal - Wcol S02 - Dco, <br />d=Max 2 2 / =1.5in <br />Moment in Plate Mb tension = 2Tanchor d = 0.7736 in <br />Approved <br />A <br />O 0- <br />--Master ID: <br />-12 <br />BASE PLATE INFORMATION <br />W (in) <br />8 <br />L (in) <br />5 <br />t (in) <br />0.375 <br />Do (in) <br />Sal (in) <br />6 <br />Sae (in) <br />3 <br />QTY of Anchors (in) <br />2 <br />Fy (in) <br />36 <br />F (in) <br />58 <br />Col. Depth, Dcol (in) <br />3 <br />Col, Width, Wool (in) <br />3 <br />Ant (in2)0.2578 <br />Anv (02) <br />0.2578 <br />Ag (in2)0.375 <br />' 1, 2 <br />Required Plate Thickness, tbp,tension = 4Mbbp,,tennsion = 0.1382 in <_ 0.375 in OK <br />Where B is the minimum dimension of base plate subject to bending <br />17.4 BLOCK SHEAR <br />0 = 0.75 <br />Ubs = 1 <br />ORn = oMin (0.60FuAnv + UbsFuAnt, 0.60FYAgv + UbsFuAnt) = 17.2898 kips > 0.5158 kips OK <br />CE I <br />Made by OneRack 24 <br />