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WELD DESIGN <br />Splice <br />ID <br />Loc <br />Left <br />Welds <br />Flg Web Stf <br />Checks <br />Load <br />Comb <br />Tensile <br />Rupture <br />Load <br />Comb <br />Shear <br />Rupture <br />Right <br />Welds <br />Flg Web Stf <br />Checks <br />Load <br />Comb <br />Tensile <br />Rupture <br />Load <br />Comb <br />Shear <br />Rupture <br />3 Top CJP1 FWD5 13 0.04 38 0.18 CJP1 FWD5 13 0.15 38 0.18 <br />3 Bot CJP1 FWD5 36 0.23 13 0.03 CJP1 FWD5 36 0.86 13 0.03 <br />BASEPLATE AND ANCHOR ROD DESIGN RESULTS <br />BASEPLATE AND ANCHOR ROD INFORMATION: (in) : NG <br />Column <br />ID Type <br />Column <br />Pattern <br />Column <br />Depth <br />Base Plate <br />Width Thickness Length Fy(ksi) <br />Anchor Rods <br />Qty Dia.Grade Pfi Pb Gage <br />COL01 WF/BU Left 12.500 6 0.375 12.5000 55 4 0.75 Grade36 3.5 3 3 <br />COL02 WF/BU Centered 16.000 12 0.375 16.0000 55 4 0.75 Grade36 3.5 3 3 <br />COL03 WF/BU Right 12.500 6 0.375 12.5000 55 4 0.75 Grade36 3.5 3 3 <br />BASEPLATE DESIGN CHECKS <br />Column <br />ID <br />Concrete Bearing (Compression) <br />Load <br />Comb <br />Axial <br />(kip) <br />Shear <br />(kip) <br />Bracing <br />Shear (kip) <br />Design <br />Ratio <br />Base Plate Yielding (Tension) <br />Load <br />Comb <br />Axial <br />(kip) <br />Shear <br />(kip) <br />Bracing <br />Shear (kip) <br />Design <br />Ratio <br />COL01 12 0.00 0.00 0.00 0.00 11 0.00 0.00 0.00 0.00 <br />COL02 2 -14.70 -0.03 0.00 0.05 32 0.71 -0.52 0.00 0.27 <br />COL03 38 0.00 0.00 0.00 0.00 40 0.00 0.00 0.00 0.00 <br />ANCHOR ROD SHEAR AND TENSION DESIGN CHECKS <br />Column <br />ID <br />Anchor Rod Tension Design <br />Load <br />Comb <br />Axial <br />(kip) <br />Shear <br />(kips) <br />Bracing <br />Shear(kip) <br />Rod <br />Ratio <br />Anchor Rod Shear Design <br />Load <br />Comb <br />Axial <br />(kip) <br />Shear <br />(kip) <br />Bracing <br />Shear(kip) <br />Rod <br />Ratio <br />Combined Tension-Shear Design <br />Load <br />Comb <br />Axial <br />(kip) <br />Shear <br />(kip) <br />Bracing <br />Shear(kip) <br />Rod <br />Ratio <br />Combined Shear-Tension Design <br />Load <br />Comb <br />Axial <br />(kip) <br />Shear <br />(kip) <br />Bracing <br />Shear(kip) <br />Rod <br />Ratio <br />COL01 11 0.00 0.00 0.00 0.00 36 0.00 0.00 0.00 0.00 15 0.00 0.00 0.00 0 36 0.00 0.00 0.00 0 <br />COL02 32 0.71 -0.52 0.00 0.02 38 -6.30 -5.38 0.00 0.23 32 0.71 -0.52 0.00 0.02 38 -6.30 -5.38 0.00 0.23 <br />COL03 40 0.00 0.00 0.00 0.00 40 0.00 0.00 0.00 0.00 40 0.00 0.00 0.00 0 40 0.00 0.00 0.00 0 <br />BASEPLATE LEFT FLANGE WELD DESIGN CHECKS <br />Column <br />ID <br />Left Flange Weld (Pipe Weld)Web Weld Right Flange Weld <br />Weld <br />Size <br />Load <br />Comb <br />Axial <br />(kip) <br />Shear <br />(kip) <br />Bracing <br />Shear (kip) <br />Weld <br />Ratio <br />Weld <br />Size <br />Load <br />Comb <br />Axial <br />(kip) <br />Shear <br />(kip) <br />Bracing <br />Shear (kip) <br />Weld <br />Ratio <br />Weld <br />Size <br />Load <br />Comb <br />Axial <br />(kip) <br />Shear <br />(kip) <br />Bracing <br />Shear (kip) <br />Weld <br />Ratio <br />COL01 FWS3 11 0.00 0.00 0.00 0.00 FWR3 36 0.00 0.00 0.00 0.00 FWS3 11 0.00 0.00 0.00 0.00 <br />COL02 FWS4 48 -2.47 -0.01 4.28 0.05 FWR3 38 -6.30 -5.38 0.00 0.13 FWS4 48 -2.47 -0.01 4.28 0.05 <br />COL03 FWS3 40 0.00 0.00 0.00 0.00 FWR3 40 0.00 0.00 0.00 0.00 FWS3 40 0.00 0.00 0.00 0.00 <br />LOAD COMBINATIONS: <br />No ASR Combination <br />1 1.00 1.00SW+1.00RDL <br />2 1.00 1.00SW+1.00RDL+1.00RLL <br />3 1.00 1.00SW+1.00RDL+0.60W1L <br />4 1.00 1.00SW+1.00RDL+0.60W2L <br />5 1.00 1.00SW+1.00RDL+0.60W3L <br />6 1.00 1.00SW+1.00RDL+0.60W4L <br />7 1.00 1.00SW+1.00RDL+0.60W1R <br />8 1.00 1.00SW+1.00RDL+0.60W2R <br />9 1.00 1.00SW+1.00RDL+0.60W3R <br />10 1.00 1.00SW+1.00RDL+0.60W4R <br />11 1.00 0.60SW+0.60RDL+0.60W1L <br />12 1.00 0.60SW+0.60RDL+0.60W2L <br />13 1.00 0.60SW+0.60RDL+0.60W3L <br />151 1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024