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3510 S Woodland Pl - Plan
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3510 S Woodland Pl - Plan
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Last modified
6/1/2025 12:08:28 PM
Creation date
6/1/2025 12:07:46 PM
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Plan
Permit Number
20178613
101113703
Full Address
3510 S Woodland Pl
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101113703 - Permit
(Permit - Plan)
Path:
\Building\Permits\W\Woodland Pl\3510 S Woodland Pl
20178613 - Permit
(Permit - Plan)
Path:
\Building\Permits\W\Woodland Pl\3510 S Woodland Pl
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Wood Beam <br />LIC# : KW-06014559, Build:20.22.3.31 ERUSU CONSULTANTS US (c) ENERCALC INC 1983-2022 <br />DESCRIPTION: 2x6 Rafters @ 24" o.c. (Wind Condition_Downward) (Strength Check) <br />Project File: 2x6 Joist @ 24 O.C_ Copy.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 13 DEC 2022, 1:14PM <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C i C L C C CCF/V m r td <br />Shear ValuesMax Stress Ratios <br />M CV fb M fv F'b V F'vSegment Length <br />1.00Length = 2.0 ft 1 0.106 0.181 1.25 1.300 1.15 1.00 1.00 0.11 178.35 1681.88 0.22 225.001.00 40.77 <br />1.00Length = 12.0 ft 2 0.470 0.181 1.25 1.300 1.15 1.00 1.00 0.50 790.87 1681.88 0.22 225.001.00 40.77 <br />1.00+D+S+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.033 0.138 1.15 1.300 1.15 1.00 1.00 0.03 51.41 1547.33 0.16 207.001.00 28.55 <br />1.00Length = 12.0 ft 2 0.507 0.138 1.15 1.300 1.15 1.00 1.00 0.49 784.98 1547.33 0.16 207.001.00 28.55 <br />1.00+D+0.750Lr+0.750L+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.087 0.168 1.25 1.300 1.15 1.00 1.00 0.09 146.62 1681.88 0.21 225.001.00 37.72 <br />1.00Length = 12.0 ft 2 0.469 0.168 1.25 1.300 1.15 1.00 1.00 0.50 789.39 1681.88 0.21 225.001.00 37.72 <br />1.00+D+0.750L+0.750S+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.033 0.138 1.15 1.300 1.15 1.00 1.00 0.03 51.41 1547.33 0.16 207.001.00 28.55 <br />1.00Length = 12.0 ft 2 0.507 0.138 1.15 1.300 1.15 1.00 1.00 0.49 784.98 1547.33 0.16 207.001.00 28.55 <br />1.00+D+0.60W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.052 0.249 1.60 1.300 1.15 1.00 1.00 0.07 112.34 2152.80 0.39 288.001.00 71.70 <br />1.00Length = 12.0 ft 2 0.898 0.249 1.60 1.300 1.15 1.00 1.00 1.22 1,933.80 2152.80 0.39 288.001.00 71.70 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.089 0.243 1.60 1.300 1.15 1.00 1.00 0.12 192.32 2152.80 0.39 288.001.00 70.08 <br />1.00Length = 12.0 ft 2 0.765 0.243 1.60 1.300 1.15 1.00 1.00 1.04 1,647.90 2152.80 0.39 288.001.00 70.08 <br />1.00+D+0.750L+0.750S+0.450W+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.045 0.211 1.60 1.300 1.15 1.00 1.00 0.06 97.11 2152.80 0.34 288.001.00 60.91 <br />1.00Length = 12.0 ft 2 0.764 0.211 1.60 1.300 1.15 1.00 1.00 1.04 1,644.20 2152.80 0.34 288.001.00 60.91 <br />1.00+0.60D+0.60W+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.043 0.209 1.60 1.300 1.15 1.00 1.00 0.06 91.78 2152.80 0.33 288.001.00 60.27 <br />1.00Length = 12.0 ft 2 0.754 0.209 1.60 1.300 1.15 1.00 1.00 1.02 1,623.65 2152.80 0.33 288.001.00 60.27 <br />1.00+D+0.70E+0.60H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.024 0.099 1.60 1.300 1.15 1.00 1.00 0.03 51.41 2152.80 0.16 288.001.00 28.55 <br />1.00Length = 12.0 ft 2 0.365 0.099 1.60 1.300 1.15 1.00 1.00 0.49 784.98 2152.80 0.16 288.001.00 28.55 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.024 0.099 1.60 1.300 1.15 1.00 1.00 0.03 51.41 2152.80 0.16 288.001.00 28.55 <br />1.00Length = 12.0 ft 2 0.365 0.099 1.60 1.300 1.15 1.00 1.00 0.49 784.98 2152.80 0.16 288.001.00 28.55 <br />1.00+0.60D+0.70E+H 1.300 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.014 0.059 1.60 1.300 1.15 1.00 1.00 0.02 30.85 2152.80 0.09 288.001.00 17.13 <br />1.00Length = 12.0 ft 2 0.219 0.059 1.60 1.300 1.15 1.00 1.00 0.30 470.99 2152.80 0.09 288.001.00 17.13 <br />. <br />Location in SpanLoad Combination Max. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.60W+H10.0000 0.000 -0.4961 0.000 <br />+D+0.60W+H 2 0.9506 6.034 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 Support 3 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Overall MAXimum 0.531 0.307 <br />Overall MINimum 0.472 0.271 <br />+D+H 0.196 0.145 <br />+D+L+H 0.196 0.145 <br />+D+Lr+H 0.359 0.146 <br />+D+S+H 0.196 0.145 <br />+D+0.750Lr+0.750L+H 0.318 0.145 <br />+D+0.750L+0.750S+H 0.196 0.145 <br />+D+0.60W+H 0.479 0.307 <br />+D+0.750Lr+0.750L+0.450W+H 0.531 0.267 <br />+D+0.750L+0.750S+0.450W+H 0.409 0.267 <br />+0.60D+0.60W+0.60H 0.401 0.249 <br />+D+0.70E+0.60H 0.196 0.145 <br />+D+0.750L+0.750S+0.5250E+H 0.196 0.145 <br />+0.60D+0.70E+H 0.118 0.087 <br />D Only 0.196 0.145 <br />Lr Only 0.163 0.001 <br />W Only 0.472 0.271 <br />H Only <br />3510 S Woodland <br />Pl02/10/23
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