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2102 W Moore Ave - Plan
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2102 W Moore Ave - Plan
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Last modified
5/30/2025 4:53:30 PM
Creation date
5/30/2025 8:00:52 AM
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Plan
Permit Number
20178384
20180346
101113419
Full Address
2102 W Moore Ave
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101113419 - Permit
(Permit - Plan)
Path:
\Building\Permits\M\Moore Ave\2102 W Moore Ave
20178384 - Permit
(Permit - Plan)
Path:
\Building\Permits\M\Moore Ave\2102 W Moore Ave
20180346 - Permit
(Permit - Plan)
Path:
\Building\Permits\M\Moore Ave\2102 W Moore Ave
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Wood Beam <br />LIC# : KW-06014559, Build:20.22.12.28 ERUSU CONSULTANTS US (c) ENERCALC INC 1983-2022 <br />DESCRIPTION: 2x4 Truss Top Chord @ 24" o.c. (Wind Condition)(Strength Check) <br />Project File: 2x4 Truss.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Printed: 5 JAN 2023, 11:25AM <br />Project Descr: <br />Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCM C F r t <br />Shear ValuesMax Stress Ratios <br />M CD V fb M fv F'b V F'vSegment Length Cfu <br />1.00 Length = 9.0 ft 2 0.699 0.261 0.90 1.500 1.15 1.00 1.00 0.25 977.2 1,397.3 0.12 162.01.00 42.4 1.00 <br />1.00 +D+L+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 9.0 ft 1 0.629 0.235 1.00 1.500 1.15 1.00 1.00 0.25 977.2 1,552.5 0.15 180.01.00 42.4 1.00 <br />1.00 Length = 9.0 ft 2 0.629 0.235 1.00 1.500 1.15 1.00 1.00 0.25 977.2 1,552.5 0.12 180.01.00 42.4 1.00 <br />1.00 +D+Lr+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 9.0 ft 1 0.778 0.301 1.25 1.500 1.15 1.00 1.00 0.39 1,510.5 1,940.6 0.24 225.01.00 67.6 1.00 <br />1.00 Length = 9.0 ft 2 0.778 0.301 1.25 1.500 1.15 1.00 1.00 0.39 1,510.5 1,940.6 0.24 225.01.00 67.6 1.00 <br />1.00 +D+S+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 9.0 ft 1 0.547 0.205 1.15 1.500 1.15 1.00 1.00 0.25 977.2 1,785.4 0.15 207.01.00 42.4 1.00 <br />1.00 Length = 9.0 ft 2 0.547 0.205 1.15 1.500 1.15 1.00 1.00 0.25 977.2 1,785.4 0.12 207.01.00 42.4 1.00 <br />1.00 +D+0.750Lr+0.750L+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 9.0 ft 1 0.710 0.263 1.25 1.500 1.15 1.00 1.00 0.35 1,377.2 1,940.6 0.21 225.01.00 59.2 1.00 <br />1.00 Length = 9.0 ft 2 0.710 0.263 1.25 1.500 1.15 1.00 1.00 0.35 1,377.2 1,940.6 0.21 225.01.00 59.2 1.00 <br />1.00 +D+0.750L+0.750S+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 9.0 ft 1 0.547 0.205 1.15 1.500 1.15 1.00 1.00 0.25 977.2 1,785.4 0.15 207.01.00 42.4 1.00 <br />1.00 Length = 9.0 ft 2 0.547 0.205 1.15 1.500 1.15 1.00 1.00 0.25 977.2 1,785.4 0.12 207.01.00 42.4 1.00 <br />1.00 +D+0.60W+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 9.0 ft 1 0.927 0.361 1.60 1.500 1.15 1.00 1.00 0.59 2,301.6 2,484.0 0.36 288.01.00 104.0 1.00 <br />1.00 Length = 9.0 ft 2 0.927 0.361 1.60 1.500 1.15 1.00 1.00 0.59 2,301.6 2,484.0 0.28 288.01.00 104.0 1.00 <br />1.00 +D+0.750Lr+0.750L+0.450W+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 9.0 ft 1 0.954 0.339 1.60 1.500 1.15 1.00 1.00 0.60 2,370.5 2,484.0 0.34 288.01.00 97.7 1.00 <br />1.00 Length = 9.0 ft 2 0.954 0.339 1.60 1.500 1.15 1.00 1.00 0.60 2,370.5 2,484.0 0.33 288.01.00 97.7 1.00 <br />1.00 +D+0.750L+0.750S+0.450W+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 9.0 ft 1 0.793 0.308 1.60 1.500 1.15 1.00 1.00 0.50 1,970.5 2,484.0 0.31 288.01.00 88.6 1.00 <br />1.00 Length = 9.0 ft 2 0.793 0.308 1.60 1.500 1.15 1.00 1.00 0.50 1,970.5 2,484.0 0.24 288.01.00 88.6 1.00 <br />1.00 +0.60D+0.60W+0.60H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 9.0 ft 1 0.769 0.302 1.60 1.500 1.15 1.00 1.00 0.49 1,910.8 2,484.0 0.30 288.01.00 87.1 1.00 <br />1.00 Length = 9.0 ft 2 0.769 0.302 1.60 1.500 1.15 1.00 1.00 0.49 1,910.8 2,484.0 0.23 288.01.00 87.1 1.00 <br />1.00 +D+0.70E+0.60H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 9.0 ft 1 0.393 0.147 1.60 1.500 1.15 1.00 1.00 0.25 977.2 2,484.0 0.15 288.01.00 42.4 1.00 <br />1.00 Length = 9.0 ft 2 0.393 0.147 1.60 1.500 1.15 1.00 1.00 0.25 977.2 2,484.0 0.12 288.01.00 42.4 1.00 <br />1.00 +D+0.750L+0.750S+0.5250E+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 9.0 ft 1 0.393 0.147 1.60 1.500 1.15 1.00 1.00 0.25 977.2 2,484.0 0.15 288.01.00 42.4 1.00 <br />1.00 Length = 9.0 ft 2 0.393 0.147 1.60 1.500 1.15 1.00 1.00 0.25 977.2 2,484.0 0.12 288.01.00 42.4 1.00 <br />1.00 +0.60D+0.70E+H 1.500 1.15 1.00 1.00 0.0 0.00 0.01.00 0.0 1.00 <br />1.00 Length = 9.0 ft 1 0.236 0.088 1.60 1.500 1.15 1.00 1.00 0.15 586.3 2,484.0 0.09 288.01.00 25.4 1.00 <br />1.00 Length = 9.0 ft 2 0.236 0.088 1.60 1.500 1.15 1.00 1.00 0.15 586.3 2,484.0 0.07 288.01.00 25.4 1.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in Span Load Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+0.750Lr+0.750L+0.450W+H 1 0.4361 3.771 0.0000 0.000 <br />+D+0.750Lr+0.750L+0.450W+H 2 0.4238 5.128 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 />Max Upward from all Load Conditions 0.207 0.687 0.238 <br />Max Upward from Load Combinations 0.207 0.687 0.238 <br />Max Upward from Load Cases 0.146 0.631 0.235 <br />+D+H 0.067 0.275 0.097 <br />+D+L+H 0.067 0.275 0.097 <br />2102 W Moore Ave <br />01/30/23
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