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Hi ; r J .. 6.,-- . Z°\ <br /> Base Plate Title <br /> X - Bearing Pressure <br /> Maximum Bearing .891 ksi <br /> , - Max/Allowable Ratio .202 Factored <br /> • 1 • (ABIF= 1.000) 0' <br /> 1 3 <br /> .891 <br /> Z I _ (ksi) <br /> 1 1 O. <br /> • • <br /> j —i <br /> i <br /> 16 in - Base Plate Stress <br /> Plain Base Plate Connection Maximum Stress 7.496 ksi <br /> Base Plate Thickness : .625 in Max/Allowable Ratio .154 Factored <br /> (ASIF= 1.000) <br /> Base Plate Fy : 36.ksi <br /> Bearing Surface Fp :4.42 ksi 7.496 <br /> Anchor Bolt Diameter : .75 in ✓ '-fr <br /> Anchor Bolt Material : F1554-36 (ksi) <br /> Anchor Bolt Fu : 58.ksi O. <br /> Column Shape : HSS12x6x4-A1085 <br /> Steel Code :AISC 14th:LRFD 141: <br /> Concrete Code :ACI 318-11 <br /> -Anchor Bolts <br /> Bolt X(in) Z(in) Tens.(k) Vx(k) Vz(k) Fnt(ksi) ft(ksi) Fnv(ksi) fv(ksi) Unity Combination <br /> 1 5.5 , 6.5 .131 0. _ .095 N.A. N.A. N.A. N.A. N.A. Factored (1) <br /> 2 -5.5 6.5 .13 0. .095 N.A. N.A. N.A. N.A. N.A. Factored (1) <br /> 3 5.5 -6.5 2.551 0. .095 N.A. N.A. N.A. N.A. N.A. Factored (1) <br /> 4 -5.5 -6.5 2.55 0. .095 N.A. N.A. N.A. N.A. N.A. Factored (1) <br /> Note: Fnt and Fnv shown above include phi factors. <br /> Loads <br /> F45) Vx(k) Vz(k) 1 Mx(k-ft)� Mz(k-It) <br /> DL <br /> EL -.38 i -3 8 <br />