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Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />`T RR Project File: ARMANDO GUILLEN-419 <br />,v,400d Column _ <br />�LiC . KW-06018037, Build:20.23.08.30 CHUCK YAGHI & ASSOCIATES <br />DESCRIPTION: 4x4 POST <br />Load Combination Results <br />Load Combination CID C P <br />+0.60D+0.70E 1,600 1.000 <br />Maximum Reactions _ <br />X-X Axis Reaction k <br />Maximum Axial + Bending Stress Ratios <br />Stress Ratio Status Location Stress Ratio Status Location <br />0.02814 PASS 6.124 ft 0.004954 PASS 0.0 ft <br />Note: Only non -zero reactions are listed. <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Appr d <br />-t`OR PERM4-4-SSUANCE <br />IJSSELL, SANTA ANA.ec6 <br />Master ID: <br />Date: <br />Y-Y Axis Reaction Axial Reaction <br />Load Combination <br />@ Base <br />@ Top @ Base @ Top <br />@ Base <br />D Only <br />0.742 <br />+D+Lr <br />1.755 <br />+D+0.750Lr <br />1.501 <br />+D+0.60W <br />0.061 <br />0.061 <br />0.742 <br />+D+0.70E <br />0.012 <br />0.012 <br />0.742 <br />+D+0.750Lr+0.45OW <br />0.046 <br />0.046 <br />1.501 <br />+D+0.450W <br />0.046 <br />0.046 <br />0.742 <br />+D+0.5250E <br />0.009 <br />0.009 <br />0.742 <br />+0.60D+0.60W <br />0.061 <br />0.061 <br />0.445 <br />+0.60D+0.70E <br />0.012 <br />0.012 <br />0.445 <br />: r Only <br />1.013 <br />li Only <br />0.102 0.102 <br />E Only <br />0.017 0.017 <br />Maximum Deflections for <br />Load Combinations <br />Load Combination <br />Max. X-X Deflection Distance <br />D Cnly <br />0.0000 in <br />0.000ft <br />+D+Lr <br />0.0000 in <br />0.000ft <br />+D+0.750Lr <br />0.0000 in <br />0.000ft <br />+D+0.60W <br />0.2601 in <br />6.206ft <br />+D+0.70E <br />0.0497 in <br />6.206ft <br />+D+0.750Lr+0.45OW <br />0.1951 in <br />6.206ft <br />+D+0.450W <br />0.1951 in <br />6.206ft <br />+D+0.5250E <br />0.0372 in <br />6.206ft <br />+0.60D+0.60W <br />0.2601 in <br />6.206ft <br />+0.60D+0.70E <br />0.0497 in <br />6.206ft <br />I.r Only <br />0.0000 in <br />0.000ft <br />t%- Only <br />0.4335 in <br />6.206ft <br />E Only <br />0.0709 in <br />6.206ft <br />My - End Moments k-ft Mx - End Moments <br />@ Base @ Top @ Base @ Top <br />Max. Y-Y Deflection <br />Distance <br />0.000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />