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Project Number: 251214 <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />HOAG MEMORIAL <br />11.3 DESIGN MOMENT CAPACITY <br />�b = 0.9 <br />Sf = Se = S,, = 1.2742 in 3 <br />L=144in, K=1 <br />Cb =1 <br />Fya = 62.9192 ksi <br />Fe = Cbn EGJIy = 584.6905 ksi <br />KyLySf <br />_ 10 ( 1OFy0 \ 2 <br />FC 9 Fy° 1 36F J = 62.9192 ksi <br />e <br />0.36Cbn <br />L� = EGJIy = 551.0974 in <br />Fya Sf <br />Since L _< L„ <br />�bMn = �bSeFya = 72.1557 k-in > 35.9673 k-in OK <br />11.4 DESIGN SHEAR CAPCITY (C3.2) <br />�v = 0.95 <br />Web thickness,t = 0.0747 in <br />Depth of web flat section,h = H - 2RO,t = 4.5518 in <br />a/h =1.0 <br />kv=4.00+�=9.34 <br />(a/h) <br />h/t = 60.9344 <br />Ekv/Fy = 70.7788 <br />Since h/t <_ CEkJFy <br />Fv = 0.60Fy = 33 ksi <br />Ate, = ht = 0.34 in <br />0vVn = �vAWFv = 10.6596 kips > 1.1644 kips OK <br />11.5 COMBINED MOMENT AND SHEAR <br />M, = 35.9673 k-in, �bMn = 72.1557 k-in <br />V, = 1.1644 k-in, �,Vn = 10.6596 k-in <br />Y <br />/ \2M"+(y" I=13.69%<100% OK <br />�bMn\� n/ <br />Approved <br />11.6 DEFLECTION CHECK FOR PERMIT ISSUA CE <br />Beam self -weight, undefined = 44.8084 Ibs/in <br />Product load, P =1, 500 Ibs Master ID: <br />Beam length, L =144 in Date: <br />Beam load, w = 0.5P/1000 = 1. <br />Connection stiffness, F = 370 k-in/rad <br />FL <br />rd = 1 - 5FL4 10EIX = 0.8297 <br />3 <br />3 <br />O55 = 84EIX = 0.5923 in <br />6max = 6Ssrd = 0.4914 in <br />Limit L/180 = 0.8 in > 0.4914 in OK <br />Made by OneRack 9 <br />