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VI' <br /> Full Shelter Column Base Plate <br /> X - Bearing Pressure <br /> t. Maximum Bearing .976 ksi /` <br /> Max/Allowable Ratio .221 Factored <br /> • • (ABIF= 1.000) <br /> 1 3 q <br /> Z; a <r <br /> .976 <br /> •2 • <br /> — 74 - .— (ksi) <br /> 26 in <br /> Plain Base Plate Connection <br /> Base Plate Thickness : .625 in <br /> Base Plate Fy : 36. ksi - Base Plate Stress <br /> Bearing Surface Fp :4.42 ksi Maximum Stress 8.673 ksi <br /> Anchor Bolt Diameter : .75 in Max/Allowable Ratio .178 Factored <br /> Anchor Bolt Material : F1554-36 (ASIF= 1.000) <br /> Anchor Bolt Fu : 58. ksi <br /> Column Shape : HSS18x6x4 / -< <br /> Steel Code :AISC 14th:LRFD 8.673 <br /> Concrete Code :ACI 318-11 Ar mass (ksi) <br /> irk <br /> <r 0. <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. 11. _ 2.628 0. -.192 N.A. N.A. N.A. N.A. N.A. Factored(1) <br /> 2 -5. 11. 2.628 0. -.192 N.A. N.A. N.A. N.A. N.A. Factored(1) <br /> 3 5. -11. _ 0. 0. -.192 N.A. , N.A. N.A. N.A. N.A. Factored(1) <br /> 4 -5. -11. 0. 0. -.192 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 /> P(k) Vx(k) Vz(k).77 Mx(k ft) <br /> 7.7 Mz(k ft) <br /> DL 1.1 <br /> EL [ <br />