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Wood Column <br />LIC# : KW-06019698, Build:20.23.05.25 DONG ENGINEERING INC (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:2X4 STUD BALLOON STUD <br />Project File: BALLOON FRAME.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCDCLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus <br />Load Combination Results <br />+0.3873D 1.600 PASS PASS0.0 0.0 10.0 ft0.157 ft0.03517 <br />. <br />k k-ft <br />Note: Only non-zero reactions are listed. <br />Load Combination <br />X-X Axis Reaction Y-Y Axis Reaction Axial Reaction <br />@ Base @ Top @ Base@ Base @ Top <br />Maximum Reactions <br />@ Base @ Base@ Top @ Top <br />My - End Moments Mx - End Moments <br />D Only 0.186 <br />+D+Lr 0.361 <br />+D+0.750Lr 0.318 <br />+D+0.60W 0.099 0.1860.099 <br />+D+0.750Lr+0.450W 0.074 0.3180.074 <br />+D+0.450W 0.074 0.1860.074 <br />+0.60D+0.60W 0.099 0.1120.099 <br />+0.60D 0.112 <br />Lr Only 0.175 <br />W Only 0.1650.165 <br />.Maximum Deflections for Load Combinations <br />Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance <br />D Only 0.0000 0.000 0.000 ftftinin0.000 <br />+D+Lr 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.750Lr 0.0000 0.000 0.000 ftftinin0.000 <br />+D+0.60W 0.0000 0.525 5.034 ftftinin0.000 <br />+D+0.750Lr+0.450W 0.0000 0.394 5.034 ftftinin0.000 <br />+D+0.450W 0.0000 0.394 5.034 ftftinin0.000 <br />+0.60D+0.60W 0.0000 0.525 5.034 ftftinin0.000 <br />+0.60D 0.0000 0.000 0.000 ftftinin0.000 <br />Lr Only 0.0000 0.000 0.000 ftftinin0.000 <br />W Only 0.0000 0.875 5.034 ftftinin0.000 <br />31 of 32