1529 W St Anne Pl Unit #2 - Plan

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Wood Beam LIC# : KW-06017148, Build:20.24.10.30 CASTILLO ENGINEERING INC.(c) ENERCALC, LLC 1982-2025 DESCRIPTION:B11. Overstrength Project File: 25-181.ec6 Project Title: Engineer: DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.438: 1 Load Combination +D+L+H, LL Comb Run (L*) Span # where maximum occurs Span # 1 Location of maximum on span 8.331 ft 82.37 psi= = 2,903.37 psi 10.50 X 11.875Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+L+H, LL Comb Run (L*) = = = 290.00 psi== Section used for this span 10.50 X 11.875 Maximum Shear Stress Ratio 0.284 : 1 0.000 ft= = 1,270.62 psi Maximum Deflection 422 >=360 372 Ratio =256 >=240 Max Downward Transient Deflection 0.217 in 468 Ratio =>=360 Max Upward Transient Deflection -0.196 in Ratio = Max Downward Total Deflection 0.593 in Ratio =>=240 Max Upward Total Deflection -0.357 in fb: Actual F'b fv: Actual F'v Span: 2 : L Only, LL Comb Run (*L) Span: 2 : E Only Span: 1 : +D+0.750L+0.750S+0.5250E+H, LL Comb Run (L*) Span: 2 : +D+0.750L+0.750S+0.5250E+H, LL Comb Run (L*) .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu +D+H 0.0 0.00 0.00.0 Length = 18.410 ft 1 0.244 0.198 0.90 1.001 1.001.00 1.00 13.12 638.1 2,613.0 4.29 261.051.6 Length = 3.830 ft 2 0.114 0.198 0.90 1.001 1.001.00 1.00 6.13 298.3 2,613.0 1.86 261.051.6 +D+L+H, LL Comb Run (*L)0.00.0 Length = 18.410 ft 1 0.322 0.230 1.00 1.001 1.001.00 1.00 19.22 934.5 2,903.4 5.53 290.066.6 Length = 3.830 ft 2 0.322 0.230 1.00 1.001 1.001.00 1.00 19.22 934.5 2,903.4 5.53 290.066.6 +D+L+H, LL Comb Run (L*)0.00.0 Length = 18.410 ft 1 0.438 0.284 1.00 1.001 1.001.00 1.00 26.13 1,270.6 2,903.4 6.85 290.082.4 Length = 3.830 ft 2 0.103 0.284 1.00 1.001 1.001.00 1.00 6.13 298.3 2,903.4 1.86 290.082.4 +D+L+H, LL Comb Run (LL)0.00.0 Length = 18.410 ft 1 0.345 0.271 1.00 1.001 1.001.00 1.00 20.60 1,002.0 2,903.4 6.53 290.078.5 Length = 3.830 ft 2 0.322 0.271 1.00 1.001 1.001.00 1.00 19.22 934.5 2,903.4 5.53 290.078.5 +D+Lr+H, LL Comb Run (*L)0.00.0 Length = 18.410 ft 1 0.174 0.142 1.25 1.001 1.001.00 1.00 13.00 632.4 3,629.2 4.28 362.551.5 Length = 3.830 ft 2 0.086 0.142 1.25 1.001 1.001.00 1.00 6.43 312.5 3,629.2 1.97 362.551.5 +D+Lr+H, LL Comb Run (L*)0.00.0 Length = 18.410 ft 1 0.237 0.214 1.25 1.001 1.001.00 1.00 17.67 859.1 3,629.2 6.46 362.577.7 Length = 3.830 ft 2 0.082 0.214 1.25 1.001 1.001.00 1.00 6.13 298.3 3,629.2 1.86 362.577.7 +D+Lr+H, LL Comb Run (LL)0.00.0 Length = 18.410 ft 1 0.235 0.214 1.25 1.001 1.001.00 1.00 17.55 853.6 3,629.2 6.44 362.577.5 Length = 3.830 ft 2 0.086 0.214 1.25 1.001 1.001.00 1.00 6.43 312.5 3,629.2 1.97 362.577.5 +D+S+H 0.00.0 Length = 18.410 ft 1 0.191 0.155 1.15 1.001 1.001.00 1.00 13.12 638.1 3,338.9 4.29 333.551.6 Length = 3.830 ft 2 0.089 0.155 1.15 1.001 1.001.00 1.00 6.13 298.3 3,338.9 1.86 333.551.6 +D+0.750Lr+0.750L+H, LL Comb Run (*L)0.00.0 Length = 18.410 ft 1 0.217 0.156 1.25 1.001 1.001.00 1.00 16.17 786.2 3,629.2 4.70 362.556.5 Length = 3.830 ft 2 0.217 0.156 1.25 1.001 1.001.00 1.00 16.17 786.2 3,629.2 4.70 362.556.5 +D+0.750Lr+0.750L+H, LL Comb Run (L*)0.00.0 Length = 18.410 ft 1 0.351 0.260 1.25 1.001 1.001.00 1.00 26.19 1,273.3 3,629.2 7.83 362.594.2 Length = 3.830 ft 2 0.082 0.260 1.25 1.001 1.001.00 1.00 6.13 298.3 3,629.2 1.86 362.594.2 +D+0.750Lr+0.750L+H, LL Comb Run (LL)0.00.0 Length = 18.410 ft 1 0.296 0.242 1.25 1.001 1.001.00 1.00 22.07 1,073.0 3,629.2 7.29 362.587.6 Length = 3.830 ft 2 0.217 0.242 1.25 1.001 1.001.00 1.00 16.17 786.2 3,629.2 4.70 362.587.6 +D+0.750L+0.750S+H, LL Comb Run (*L)0.00.0 61