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Masonry Column <br />LIC# : KW-06020349, Build:20.23.12.07 Ramirez Structural Inc (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:C1 <br />Project File: 24-111 4621 W 1ST ST.ec6 <br />Project Title: <br />Engineer: <br />Printed: 18 JAN 2024, 5:57PM <br />Masonry Column <br />LIC# : KW-06020349, Build:20.23.12.07 Ramirez Structural Inc (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:C1 <br />Project File: 24-111 4621 W 1ST ST.ec6 <br />Project Title: <br />Engineer: <br />Printed: 18 JAN 2024, 5:57PM <br />Note: Only non-zero reactions are listed. <br />Load Combination <br />Y-Y Axis Reaction Axial Reaction <br />@ Base @ Top @ Base <br />Maximum Reactions <br />+0.60D+0.70E 0.290 k 0.659 kk <br />E Only 0.414 k kk <br />.Maximum Deflections for Load Combinations <br />Max. Y-Y DeflectionLoad Combination Distance <br />D Only 0.0000 ftin0.000 <br />+0.60D 0.0000 ftin0.000 <br />+D+0.70E 0.0221 ftin9.000 <br />+D+0.5250E 0.0166 ftin9.000 <br />+0.60D+0.70E 0.0221 ftin9.000 <br />E Only 0.0313 ftin8.940 <br />..Cross Section Interaction Diagram <br />HOLD- 4621 W First <br />St12/19/2024