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500 W Tribella Ct - 20178112 - Plan
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500 W Tribella Ct - 20178112 - Plan
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Last modified
7/31/2025 10:05:26 AM
Creation date
6/1/2025 12:08:38 PM
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Plan
Permit Number
20178112
Full Address
500 W Tribella Crt
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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: 2x4 Rafters @ 24" o.c. (Wind Condition_Downward) (Strength Check) <br />Project File: 2x4 Joist @ 24 O.C_Copy.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 17 SEP 2022, 7:02PM <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 0.178 0.137 1.25 1.500 1.15 1.00 1.00 0.09 344.82 1940.63 0.11 225.001.00 30.92 <br />1.00Length = 10.0 ft 2 0.464 0.137 1.25 1.500 1.15 1.00 1.00 0.23 899.86 1940.63 0.11 225.001.00 30.92 <br />1.00+D+S+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.104 0.144 1.15 1.500 1.15 1.00 1.00 0.05 184.95 1785.38 0.10 207.001.00 29.75 <br />1.00Length = 10.0 ft 2 0.553 0.144 1.15 1.500 1.15 1.00 1.00 0.25 987.00 1785.38 0.10 207.001.00 29.75 <br />1.00+D+0.750Lr+0.750L+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.157 0.136 1.25 1.500 1.15 1.00 1.00 0.08 304.85 1940.63 0.11 225.001.00 30.63 <br />1.00Length = 10.0 ft 2 0.475 0.136 1.25 1.500 1.15 1.00 1.00 0.24 921.26 1940.63 0.11 225.001.00 30.63 <br />1.00+D+0.750L+0.750S+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.104 0.144 1.15 1.500 1.15 1.00 1.00 0.05 184.95 1785.38 0.10 207.001.00 29.75 <br />1.00Length = 10.0 ft 2 0.553 0.144 1.15 1.500 1.15 1.00 1.00 0.25 987.00 1785.38 0.10 207.001.00 29.75 <br />1.00+D+0.60W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.180 0.193 1.60 1.500 1.15 1.00 1.00 0.11 446.94 2484.00 0.19 288.001.00 55.55 <br />1.00Length = 10.0 ft 2 0.766 0.193 1.60 1.500 1.15 1.00 1.00 0.49 1,902.86 2484.00 0.18 288.001.00 55.55 <br />1.00+D+0.750Lr+0.750L+0.450W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.202 0.179 1.60 1.500 1.15 1.00 1.00 0.13 501.35 2484.00 0.18 288.001.00 51.42 <br />1.00Length = 10.0 ft 2 0.643 0.179 1.60 1.500 1.15 1.00 1.00 0.41 1,596.41 2484.00 0.17 288.001.00 51.42 <br />1.00+D+0.750L+0.750S+0.450W+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.154 0.163 1.60 1.500 1.15 1.00 1.00 0.10 381.45 2484.00 0.16 288.001.00 46.89 <br />1.00Length = 10.0 ft 2 0.673 0.163 1.60 1.500 1.15 1.00 1.00 0.43 1,670.76 2484.00 0.16 288.001.00 46.89 <br />1.00+0.60D+0.60W+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.150 0.167 1.60 1.500 1.15 1.00 1.00 0.10 372.97 2484.00 0.17 288.001.00 48.15 <br />1.00Length = 10.0 ft 2 0.609 0.167 1.60 1.500 1.15 1.00 1.00 0.39 1,513.07 2484.00 0.14 288.001.00 48.15 <br />1.00+D+0.70E+0.60H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.074 0.103 1.60 1.500 1.15 1.00 1.00 0.05 184.95 2484.00 0.10 288.001.00 29.75 <br />1.00Length = 10.0 ft 2 0.397 0.103 1.60 1.500 1.15 1.00 1.00 0.25 987.00 2484.00 0.10 288.001.00 29.75 <br />1.00+D+0.750L+0.750S+0.5250E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.074 0.103 1.60 1.500 1.15 1.00 1.00 0.05 184.95 2484.00 0.10 288.001.00 29.75 <br />1.00Length = 10.0 ft 2 0.397 0.103 1.60 1.500 1.15 1.00 1.00 0.25 987.00 2484.00 0.10 288.001.00 29.75 <br />1.00+0.60D+0.70E+H 1.500 1.15 1.00 1.00 0.00 0.00 0.001.00 0.00 <br />1.00Length = 2.0 ft 1 0.045 0.062 1.60 1.500 1.15 1.00 1.00 0.03 110.97 2484.00 0.06 288.001.00 17.85 <br />1.00Length = 10.0 ft 2 0.238 0.062 1.60 1.500 1.15 1.00 1.00 0.15 592.20 2484.00 0.06 288.001.00 17.85 <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 -0.5007 0.000 <br />+D+0.60W+H 2 0.8892 4.916 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 0.388 0.129 <br />Overall MINimum 0.349 0.064 <br />+D+H 0.178 0.090 <br />+D+L+H 0.178 0.090 <br />+D+Lr+H 0.206 0.086 <br />+D+S+H 0.178 0.090 <br />+D+0.750Lr+0.750L+H 0.199 0.087 <br />+D+0.750L+0.750S+H 0.178 0.090 <br />+D+0.60W+H 0.388 0.129 <br />+D+0.750Lr+0.750L+0.450W+H 0.356 0.116 <br />+D+0.750L+0.750S+0.450W+H 0.335 0.119 <br />+0.60D+0.60W+0.60H 0.317 0.092 <br />+D+0.70E+0.60H 0.178 0.090 <br />+D+0.750L+0.750S+0.5250E+H 0.178 0.090 <br />+0.60D+0.70E+H 0.107 0.054 <br />D Only 0.178 0.090 <br />Lr Only 0.028 -0.004 <br />W Only 0.349 0.064 <br />H Only <br />500 W Tribella Ct - <br />2017811201/31/23
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