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Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Wood Column - - -- Project File- ARMANDO GUILLEN-419 W1I <br />LIC# : mv-06D18037, Build:20.23.08.30 <br />CHUCK YAGHI & ASSOCIATES <br />DESCRIPTION: FULL HT STUDS <br />Maximum Reactions <br />Note: Onl• <br />X-X Axis Reaction <br />k Y-Y Axis Reaction <br />Axial Reaction <br />My - End Mon r <br />Load Combination <br />@ Base @ Top <br />@ Base @ Top <br />@ Base <br />@ Base c <br />D Only <br />0.014 <br />+D+0.60W <br />0.061 0.061 <br />0.014 <br />+D+0.70E <br />0.012 0.012 <br />0.014 <br />+D+0.450W <br />0.046 0.046 <br />0.014 <br />+D+0.5250E <br />0.009 0.009 <br />0.014 <br />+0.60D+0.60W <br />0.061 0.061 <br />0.008 <br />+0.60D+0.70E <br />0.012 0.012 <br />0.008 <br />'111Only <br />0.102 0.102 <br />only <br />0.017 0.017 <br />Maximum Deflections for Load Combinations <br />Load Combination <br />Max. X-X Deflection Distance <br />_ <br />Max. Y-Y Deflection Distance <br />D Only <br />0.0000 in <br />0.000ft <br />0.000 in <br />0.000ft <br />+J+0.60W <br />3.3040 in <br />6.206ft <br />0.000 in <br />0.000ft <br />+D+0.70E <br />0.6308 in <br />6.206ft <br />0.000 in <br />0.000ft <br />+D+0.450W <br />2.4780in <br />6.206ft <br />0.000 in <br />0.000ft <br />tD+0.5250E <br />0.4731 in <br />6.206ft <br />0.000 in <br />0.000ft <br />+0.60D+0.60W <br />3.3040 in <br />6.206ft <br />0.000 in <br />0.000ft <br />+0.60D+0.70E <br />0.6308 in <br />6.206ft <br />0.000 in <br />0.000ft <br />W Only <br />5.5067in <br />6.206ft <br />0.000 in <br />0.000ft <br />E Only <br />0.9011 in <br />6.206ft <br />0.000 in <br />0.000ft <br />Sketches <br />' I <br />I +X <br />I <br />c! <br />o <br />mj I <br />m <br />l <br />1.50 in <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Z0, <br />Appr Ve. d <br />R PE�MIl ISSUANCE <br />ELL, 5A A A A.ec6 <br />(c) ENERCALC INC 1983-2023 <br />Master ID: <br />Pbat14-Zo reactions are listed. <br />ruts k-ft Mx - End Moments <br />