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2413 CHESTNUT ST 2025-09-29
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2413 CHESTNUT ST 2025-09-29
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9/29/2025 9:28:34 AM
Creation date
8/12/2025 1:57:35 PM
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CHESTNUT ST
Street Number
2413
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GK Structural Engineering,LLC Project Title: Surgctt Resid Fire Damage Repair <br /> 14703 1st Lane NE,Ste 205 Engineer: dG <br /> Duvall,WA 98019 Project ID: YR15-23-023 <br /> 425.318.6049 Project Descr: <br /> www.gkstructural.com <br /> Wood Beam Project File:struct calcs(Burgett) 23 023.ec6 <br /> LICR:KW-06013991,Build:20.23.07.20 GK STRUCTURAL ENGINEERING LLC (c)ENERCALC iNC 1983.2023 <br /> DESCRIPTION: (N)Repl Rim Beam Under Living Room <br /> Maximum Forces &Stresses for Load Combinations <br /> Load Combination max Stress_atios - omens Values ear a ues <br /> Segment Length Span# M V_ T CD CM Ct CLx CE Cfu C I C r M fb F'b V fv F'v <br /> Length=3.750 ft 1 0.220 0.243 1.00 1.00 1.00 0.99 1.300 1.00 0.80 1.00 0.49 193.1 878.7 0.49 29.2 120.0 <br /> Length=3.750 ft 2 0.220 0,243 1.00 1.00 1.00 0.99 1.300 1.00 0.80 1.00 0.49 193.1 878.7 0.49 29.2 120.0 <br /> +D+S 1.00 1.00 0.99 1.300 1.00 0.80 1.00 0.0 0.00 0.0 0.0 <br /> Length=3.760 ft 1 0.300 0.332 1.15 1,00 1.00 0.99 1.300 1.00 0.80 1.00 0.77 303.2 1,009.6 0.77 45.8 138.0 <br /> Length=3.760 it 2 0.300 0.332 1.15 1,00 1,00 0.99 1.300 1.00 0.80 1.00 0.77 303.2 1,009.5 0.77 45.8 138.0 <br /> +D+0.750L 1.00 1.00 0.99 1.300 1.00 0.80 1.00 0.0 0.00 0.0 0.0 <br /> Length=3.750 it 1 0.170 0.187 1.25 1.00 1.00 0.99 1.300 1.00 0.80 1.00 0.48 186.3 1.096.6 0.48 28.1 150.0 <br /> Length=3.750 ft 2 0.170 0.187 1.25 1.00 1.00 0.99 1.300 1.00 0.80 1.00 0.48 186.3 1,096.6 0.48 28.1 150.0 <br /> +D+0.750L+0.750S 1.00 1.00 0.99 1.300 1.00 0.80 1.00 0.0 0.00 0.0 0.0 <br /> Length=3.750 ft 1 0.287 0.317 1.15 1.00 1.00 0.99 1,300 1.00 0.80 1.00 0.74 289.4 1,009.5 0.74 43.7 138.0 <br /> Length=3.750 ft 2 0,287 0.317 1.15 1.00 1.00 0.99 1.300 1.00 0.80 1,00 0.74 289.4 1,009.5 0.74 43.7 138.0 <br /> +0.60D 1.00 1.00 0.99 1.300 1.00 0.80 1.00 0.0 0.00 0.0 0.0 <br /> Length=3.750 ft 1 0.071 0.078 1.60 1.00 1.00 0.99 1.300 1.00 0.80 1.00 0.25 99.4 1,400.0 0.25 15.0 192.0 <br /> Length=3,750 ft 2 0.071 0.078 1.60 1.00 1.00 0.99 1.300 1.00 0.80 1.00 0.25 99.4 1,400.0 0.25 15.0 192.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Deft Location in Span <br /> +D+S 1 0.0060 1.592 m 0.0000 0.000 <br /> +D+S 2 0.0069 2.179 0.0000 0.000 <br />! Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination T Support 1 Support 2 Support 3 <br /> Max Upward from all Load Conditions 0,620 2.066 0.620 <br /> Max Upward from Load Combinations 0.620 2.066 0.620 <br /> Max Upward from Load Cases 0.339 1.128 0.339 <br /> D Only 0.339 1.128 0.339 <br /> +D+L 0.395 1,316 0.395 <br /> +D+S 0.620 2,066 0.620 <br /> +D+0.750L 0.381 1.269 0.381 <br /> +D+0.750L+0.750S 0.592 1.972 0.592 <br /> +0.60D 0.203 0,677 0.203 <br /> L Only 0.056 0.187 0.056 <br /> S Only 0.281 0.937 0.281 <br /> i <br /> I <br /> f <br /> i <br /> I <br /> E <br /> f <br /> E <br /> I <br /> I <br /> E <br /> iE <br /> I <br /> I <br /> i <br />! <br /> i <br /> i <br /> E <br />! <br />
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