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Project Number: 251214 <br />12. CONNECTION ANALYSIS AT 84". <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />HOAG MEMORIAL <br />Approved <br />FOR CE <br />° <br />12.1 SUMMARY o <br />D: <br />Code AISI S100 -16 " Da e: <br />Status Pass <br />Unity Ratio 17.87% " <br />Governing LC 1.21D + 1.4P + 1.41 <br />Vu (kips) 1.1644 x <br />Ma (kip - in) 5.9506 Afu A <br />12.2 PIN SHEAR <br />� = 0.65 <br />�Vn,bolt = �AbFnv = 2.9488 kips <br />12.3 COLUMN HOLE BEARING <br />= 0.6 <br />Column Thickness, to = 0.0747 in <br />Fu,column = 65 kips <br />Fy,column = 55 kips <br />C = 3 <br />mf = 1 <br />Vn,column = 0CmfdFu,column = 3.5834 kips <br />12.4 MOMENT CAPACITY OF PIN <br />�Tn = MinOVn = 2.9488 kips <br />Zc = 0.5315 in <br />Mt = (Ti/Xi) F ((Xi : Xn)2l = 31.0546 k-in <br />FTn = (Ti/Xi) E (Xi : Xn) = 6.3247 kips <br />Mc,pins = FTn (2Zc/3) = 2.2411 k-in <br />12.5 BRACKET YIELDING <br />� = 0.9 <br />Mc,bracket yielding = �Se,bracketFy,bracket = 4.2644 k-in <br />12.6 UTILIZATIONS <br />Vn = 11.7952 kips > 1.1644 kips OK <br />Wn = Mt + Min(Mc,pins, Mc,bracket yielding)= 33.2957 k-in > 5.9506 k-in O <br />T <br />1 <br />d x <br />B <br />A - A <br />11 <br />CONNECTION INFORMATION <br />D (in) <br />0.41 <br />B (in) <br />1.6563 <br />H (in) <br />3.1875 <br />ED, (in) <br />1 <br />ED2 (in) <br />1 <br />ED3 (in) <br />0.5625 <br />S (in) <br />2 <br />T (in) <br />0.1793 <br />Se,bracket (in3) <br />8 <br />d (in) <br />0.41 <br />Number of pins, N <br />4 <br />Area of pin, Ab (in2) <br />0.132 <br />Fy,bracket (kS1) <br />36 <br />Fu,bracket (k51) <br />53 <br />,pi Fnvn (ksi) <br />29.78 <br />Pin Distance from Neutral Axis <br />Bolt Above <br />Netural Axis <br />(n) <br />Distance <br />(Xn) <br />Capacity <br />(Tn) <br />in <br />kips <br />1 <br />6.4685 <br />2.9488 <br />2 <br />4.4685 <br />T, . (X2/Xi <br />3 <br />2.4685 <br />T, . (X3/Xl <br />4 <br />0.4685 <br />1 T, . (X4/Xi <br />Made by OneRack 11 <br />