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Project Number: 251214 <br />13.3 TENSION <br />sty = 0.90 kr = 0.75 <br />(0tyTn = OtyAgFy = 36.832 kips <br />OtrTn = OtrAnFu = 30.5168 kips <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />HOAG MEMORIAL <br />Approved <br />FOR PERMIT ISSUA CE <br />�c = 0.85 �b = 0.90 <br />Master ID: <br />Cr,,, = 0.85 CmY = 1 Date: <br />Mux = 0 k-in Muy = 0.001 k-in P, - 6.81 <br />13.4 BENDING <br />Ae = <br />1 - (1 - Q) (E'-)Q <br />An = 0.6039 inz <br />Y <br />�b = 0.90 <br />�cPno <br />= OcAeFy = 28.2321 kips <br />Cb = 1 CTF = 1 CS = 1 <br />nzEl <br />PEx = <br />x= 17.9642 kips <br />Kx = 1.7 Ky =1 Kt = 0.8 <br />(Kx Lx)z <br />Lx=81.5in Ly=44in Lt=40.25in <br />PEY= <br />n=139.6213kips <br />CKyLy) <br />at = 1 <br />Agro <br />GJ + nz ECG, <br />(KtLt)z <br />= 84.7403 ksi <br />ax = 1 <br />Pu <br />- = 0.6208 <br />PEx <br />zE <br />aeX= z=24.1446ksi <br />(Kx Lx/rx) <br />ay <br />Pu=0.9512 <br />PEY <br />2 <br />aey = n E z = 187.6388 ksl <br />(KyLy/ry ) <br />P <br />OcPn <br />=76.76%>15% <br />F - CbroAg 6 a 394.1452 ksl <br />ex - eY t = <br />Pu <br />�cPn <br />+ CmxMux + CmyMuy = 76.77 % < 100 % OK <br />6Mnxax ObMnyay <br />S x <br />Fey = CsAg(3ex [j + CS jz + ro (6t/QeX)J = <br />250.3896 ksi Pu <br />cPno <br />+ Mx u+ Muy = 24.13 % < 100 % OK <br />�b Mnx 6Mny <br />CTFSyr <br />Since Fex >- 2.78Fy <br />Sex = Sx (0.5 + 0.5Q) = 0.7103 in <br />ObMnx = �bSexFy = 35.16 k-in <br />Since Fey >- 2.78Fy <br />Sey = Sy (0.5 + 0.5Q) = 0.4521 in <br />�bMny = ObSeyFy = 22,3797 k-in <br />13.5 COMBINED TENSILE AXIAL LOAD AND BENDING <br />of=0.95 Ob=0.9 <br />Mux = 0 k-in Muy = 0.001 k-in Tu = 0 kips <br />ObMnxt = ObSxFy = 39.0852 k-in <br />ObMnyt = ObSy,Fy = 26.7023 k-in <br />Mux + Muy + Tu = 0 % < 100 % OK <br />ObMnxt ObMnyt OtTn <br />Mux + Muy - Tu = 0 % < 100 % OK <br />ObMnx ObMny �Jn <br />Made by OneRack 13 <br />