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Wood Column <br />LIC# : KW-06016311, Build:20.24.10.03 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 <br />DESCRIPTION:GUARDRAIL POSTS <br />Project File: 24051 Calcs.ec6 <br />Project Title:RAILING UPGRADE <br />Engineer: <br />Project ID:24051 <br />Project Descr:GUARDRAIL REPLACEMENT <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+L 0.0630.250 0.875 <br />+D+0.750L 0.0630.188 0.656 <br />+0.60D 0.038 <br />L Only 0.250 0.875 <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 0.000ftft inin 0.000 <br />+D+L 0.0000 0.092 3.500ftft inin 0.000 <br />+D+0.750L 0.0000 0.069 3.500ftft inin 0.000 <br />+0.60D 0.0000 0.000 0.000ftft inin 0.000 <br />L Only 0.0000 0.091 3.477ftft inin 0.000 <br />.Sketches <br />Page 7 of 8 <br />1000 W MacArthur Blvd <br />Unit# 721/23/2025