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901 E Myrtle St Unit# 2 - Plan
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901 E Myrtle St Unit# 2 - Plan
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Last modified
6/6/2025 1:22:39 PM
Creation date
6/6/2025 1:22:10 PM
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Plan
Permit Number
101118160
Full Address
901 E Myrtle St Unit# 2
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1
Creator:
Import Agent
Created:
6/6/2025 1:22 PM
Modified:
5/30/2025 5:08 PM
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Wood Column <br />LIC# : KW-06014368, Build:20.23.2.14 .(c) ENERCALC INC 1983-2022 <br />DESCRIPTION:CANT. COLUMN LINE E <br />Project File: 231014.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Maximum Axial + Bending Stress Ratios Maximum Shear RatiosCLambdaLoad Combination Stress Ratio Location Stress Ratio Status LocationPStatus <br />Load Combination Results <br />+1.20D+W 1.000 PASS PASS0.0 0.01621 0.0 ft0.186 ft0.2770 <br />+1.20D-W 1.000 PASS PASS0.0 0.01621 0.0 ft0.186 ft0.2770 <br />+0.90D+W 1.000 PASS PASS0.0 0.01621 0.0 ft0.186 ft0.2753 <br />+0.90D-W 1.000 PASS PASS0.0 0.01621 0.0 ft0.186 ft0.2753 <br />+1.405D+E 1.000 PASS PASS0.0 0.02161 0.0 ft0.186 ft0.3708 <br />+1.405D-E 1.000 PASS PASS0.0 0.02161 0.0 ft0.186 ft0.3708 <br />+0.6946D+E 1.000 PASS PASS0.0 0.02161 0.0 ft0.186 ft0.3654 <br />+0.6946D-E 1.000 PASS PASS0.0 0.02161 0.0 ft0.186 ft0.3654 <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 0.231 <br />+D+Lr 0.370 <br />+D+0.750Lr 0.335 <br />+D+0.60W 0.2310.108 0.972 <br />+D-0.60W 0.231-0.108 -0.972 <br />+D+0.750Lr+0.450W 0.3350.081 0.729 <br />+D+0.750Lr-0.450W 0.335-0.081 -0.729 <br />+D+0.450W 0.2310.081 0.729 <br />+D-0.450W 0.231-0.081 -0.729 <br />+0.60D+0.60W 0.1390.108 0.972 <br />+0.60D-0.60W 0.139-0.108 -0.972 <br />+D+0.70E 0.2310.168 1.512 <br />+D-0.70E 0.231-0.168 -1.512 <br />+D+0.5250E 0.2310.126 1.134 <br />+D-0.5250E 0.231-0.126 -1.134 <br />+0.60D+0.70E 0.1390.168 1.512 <br />+0.60D-0.70E 0.139-0.168 -1.512 <br />Lr Only 0.139 <br />W Only 0.180 1.620 <br />-W -0.180 -1.620 <br />E Only 0.240 2.160 <br />E Only * -1.0 -0.240 -2.160 <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 0.000ftftinin0.000 <br />+D+Lr 0.0000 0.000 0.000ftftinin0.000 <br />+D+0.750Lr 0.0000 0.000 0.000ftftinin0.000 <br />+D+0.60W 0.0000 0.370 9.000ftftinin0.000 <br />+D-0.60W 0.0000 -0.370 9.000ftftinin0.000 <br />+D+0.750Lr+0.450W 0.0000 0.277 9.000ftftinin0.000 <br />+D+0.750Lr-0.450W 0.0000 -0.277 9.000ftftinin0.000 <br />+D+0.450W 0.0000 0.277 9.000ftftinin0.000 <br />+D-0.450W 0.0000 -0.277 9.000ftftinin0.000 <br />+0.60D+0.60W 0.0000 0.370 9.000ftftinin0.000 <br />+0.60D-0.60W 0.0000 -0.370 9.000ftftinin0.000 <br />+D+0.70E 0.0000 0.575 9.000ftftinin0.000 <br />+D-0.70E 0.0000 -0.575 9.000ftftinin0.000 <br />+D+0.5250E 0.0000 0.431 9.000ftftinin0.000 <br />+D-0.5250E 0.0000 -0.431 9.000ftftinin0.000 <br />+0.60D+0.70E 0.0000 0.575 9.000ftftinin0.000 <br />+0.60D-0.70E 0.0000 -0.575 9.000ftftinin0.000 <br />Lr Only 0.0000 0.000 0.000ftftinin0.000 <br />W Only 0.0000 0.616 9.000ftftinin0.000 <br />-W 0.0000 -0.616 9.000ftftinin0.000 <br />E Only 0.0000 0.822 9.000ftftinin0.000 <br />E Only * -1.0 0.0000 -0.814 8.940ftftinin0.000 <br />. <br />19 <br />901 E Myrtle St Unit# 2 - <br />1011181606/27/2024
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