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STRUCTURAL CALCS 5.21.20
I mr-r-ut F-01 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 FLOOR JOISTS Prepared by: TJP Date: 1/22/20 RESUB AAay 212020 CITY OF EDMONDS DEVELOPMENT SERVICES �2x10 HF#2 Ca) 16inoc Lu=U.Urt NDS 2018, Repetitive Use Min Bearing Area R1= 0.9 in2 R2= 0.9 in (1.5) DL Defl= 0.05 in Beam Span 11.0 ft Reaction 1 LL 293 # Reaction 2 LL 293 # Beam Wt per ft 0 # Reaction 1 TL 367 # Reaction 2 TL 367 # Bm Wt Included 0 # Maximum V 367 # Max Moment 1008'# Max V (Reduced) 315 # TL Max Defl L / 240 TL Actual Defl L / 704 LL Max Defl L / 360 LL Actual Defl L / 968 Section fin3l Shear (in2) TL Defl (in) LL Defl 21.39 13.88 0.19 0.14 11.25 3.15 0.55 0.37 OK OK OK OK 53% 23% 34% 37% Fb(psi) Fv(psi.). E {psi x r Reference Values 850 150 1.3 Adjusted Values 1075 150 1.3 CIF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use CI Stability 1.100 1.00 1.00 1.15 N/A 1.00 1.00 1.00 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 53 Uniform TL: 67 = A Uniform Load A R1 = 367 R2 = 367 SPAN = 11 FT Uniform and partial uniform loads are Ibs per lineal ft. RES U 6 BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 M2Y 21 2020 TREECE FOUNDATION BEAM CITY OFEDMONDS F-02 Prepared by: TJP Date: 1 /22/20 DEVELOPMENT SERVICES DEPARTMENT Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads L4x 10 DF-L #2 NDS 2018 Min Bearing Area R1= 3.6 inz R2= 3.6 inz (1.5) DL Defl= 0.04 in Beam Span 8.0 ft Reaction 1 LL Beam Wt per ft 7.87 # Reaction 1 TL Bm Wt Included 63 # Maximum V Max Moment 4463'# Max V (Reduced) TL Max Defl L / 240 TL Actual Defl LL Max Defl L / 360 LL Actual Defl Section (in3) Shear (ing TL Defl (in) 49.91 32.38 0.15 49.59 15.01 0.40 OK OK OK 99% 46% 38% Fb (psi_ Fv(psi) Reference Values Adjusted Values CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Cl Stability 900 180 1080 180 1.200 1.00 1.00 1.00 N/A 1.00 1.00 1.0000 Rb = 0.00 Lu = 0.0 Ft 1760 # Reaction 2 LL 1760 # 2231 # Reaction 2 TL 2231 # 2231 # 1801 # L/625 L/876 LL Defl 0.11 0.27 OK 41% E (psi x mil) Fc (psi) 1.6 625 1.6 625 1.00 1 Le = 0.00 Ft Uniform LL: 440 Uniform TL: 550 = A Uniform Load A 1 R1 = 2231 R2 = 2231 SPAN =8FT Uniform and partial uniform loads are Ibs per lineal ft. RES U 6 BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 y 21 2020 TREECE DECK JOISTS CITY OF EDMONDS F-04 Prepared b TJP p Y� Date: 1 /22/20 DEVELOPMENT SERVICES DEPARTMENT Selection PT 2x 6 HF #2 @ 16 in oc Lu = 0.0 Ft Conditions NDS 2018, Repetitive Use, Incised Min Bearing Area R1= 0.7 in2 R2= 0.7 in2 (1.5) DL Defl= 0.02 in Data Beam Span 6.0 ft Reaction 1 LL 240 # Reaction 2 LL 240 # Beam Wt per ft 0 # Reaction 1 TL 280 # Reaction 2 TL 280 # Bm Wt Included 0 # Maximum V 280 # Max Moment 420'# Max V (Reduced) 237 # TL Max Defl L / 240 TL Actual Defl L / 635 LL Max Defl L / 360 LL Actual Defl L / 794 Attributes Actual Critical Status Ratio Values Ad ussline_n[s Loads Section ins Shear in2 I L Uetl (an) LL UeTI 7.56 8.25 0.11 0.09 4.96 2.97 0.30 0.20 OK OK OK OK 66% 36% 38% 45% Fb(psi) Fv(psi) E(psi x mil Fc(psi) Reference Values 850 150 1.3 405 Ad'usted Values 1017 120 1.2 405 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.15 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 80 Uniform TL: 93 = A Uniform Load A R1 = 280 R2 = 280 SPAN =6FT Uniform and partial uniform loads are Ibs per lineal ft. TREECE F-03 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments RES U 6 v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 May 21 2020 FOUNDATION BEAM WITH OVERHANG CITY OFEDMONDS SERPrepared by: TJP Date: 1/22/20 DEVELOPMENDEPARTMMENTENT CES 4x 10 DF-L #2 Lu = 0.0 Ft Lu @OH = 1.5 Ft NDS 2018, Overhang Min Bearing Area R1= 2.7 inz R2= 4.4 in (1.5) DL Defl= 0.02 in. Beam Span 6.5 ft Reaction 1 LL 1354 # Reaction 2 LL 2166 # Beam Wt per ft 7.87 # Reaction 1 TL 1717 # Reaction 2 TL 2746 # Bm Wt Included 63 # Maximum V 1910 # Overhang Length 1.5 ft Max Moment 2640'# Max V (Reduced) 1480 # Total Beam Length 8.0 ft TL Max Defl L / 240 TL Actual Defl L / >1000 OH TL Actual Defl L / 809 LL Max Defl L / 360 LL Actual Defl L / >1000 OH LL Actual Defl L / < -1000 Section 00 Shear ins TL Defl in LL Defl UH TL Defl OH LL Deti 49.91 32.38 0.06 0.04 -0.04 -0.03 29.38 12.33 0.33 0.22 0.15 0.10 OK OK OK OK OK OK 59% 38% 18% 19% 30% 32% Fb(psi) Fv(psi) E(psi x mil Fc(psi) Reference Values 900 180 1.6 625 Adjusted Values 1078 180 1.6 625 CIF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Cl Stability @ OH 0.9986 Rb = 4.25 Le = 2.00 Ft Uniform LL: 440 Uniform TL: 550 = A (Uniform Ld on Backs Par Unif LL Par Unif TL 440 L = 550 (OH) Start End 0 1.5 Uniform Load A - j R1 = 1717 R2 = 2746 BACKSPAN = 6.5 FT OH = 1.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. TREECE F-05 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adiustments Loads RES U 6 BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 M-ay 21 2020 DECK BEAM CITY OF EDMONDS Prepared by: TJP Date: 1/22/20 DEVELOPMENT SERVICES PARTMENT PT 4x 8 HF #2 Lu = 0.0 Ft NDS 2018, Incised Min Bearing Area R1= 2.1 inz R2= 2.1 in2 (1.5) DL Defl= 0.04 in Beam Span 8.0 ft Reaction 1 LL 720 # Reaction 2 LL 720 # Beam Wt per ft 6.17 # Reaction 1 TL 865 # Reaction 2 TL 865 # Bm Wt Included 49 # Maximum V 865 # Max Moment 1729 '# Max V (Reduced) 734 # TL Max Defl L / 240 TL Actual Defl L / 611 LL Max DO L / 360 LL Actual Defl L / 796 Section in Shear in? TL Defl in LL Defl 30.66 25.38 0.16 0.12 23.48 9.18 0.40 0.27 OK OK OK OK 77% 36% 39% 45% Fb(psi) Fv(psi) E si x mil Fc!(psi) Reference Values 850 150 1.3 405 Adjusted Values 884 120 1.2 405 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 180 Uniform TL: 210 = A Uniform Load A R1 = 865 R2 = 865 SPAN = 8 FT Uniform and partial uniform loads are Ibs per lineal ft. RES U 6 BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 May 21 2020 TREECE 36" SIDE DOOR CITY OF EDMONDS M-01 Prepared b TJP Date: 1 /24/20 P Y• DEVELOPMENT SERVICES DEPARTMENT Selection 4x 6 DF-L #2 Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 1.5 in2 R2= 1.7 in2 (1.5) DL Defl= 0.02 in Data Beam Span 3.5 ft Reaction 1 LL 556 # Beam Wt per ft 4.68 # Reaction 1 TL 953 # Bm Wt Included 16 # Maximum V 1050 # Max Moment 1607'# Max V (Reduced) 1009 # TL Max Defl L / 240 TL Actual Defl L / 938 LL Max Defl L / 360 LL Actual Defl L / >1000 Reaction 2 LL 613 # Reaction 2 TL 1050 # Attributes Section ins Shear ins TL Defl (ill) LL Defl Actual 17.65 19.25 0.04 0.02 Critical 16.49 8.41 0.18 0.12 Status OK OK OK OK Ratio 93% 44% 26% 19% Values Adgust tments Fb (psi) Fv(psi) E(psi x mil Fc!(psi) Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 50 Uniform TL: 84 = A Point LL Point TL Distance 994 B = 1693 1.85 Uniform Load A Pt loads R1 = 953 R2 = 1050 SPAN = 3.5 FT Uniform and partial uniform loads are Ibs per lineal ft. RES U 6 TREECE M-02 Selection Conditions BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 6'-0" SLIDING GLASS DOOR Prepared by: TJP Date: 1/22/20 -May 21 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft NDS 2018 Min Bearing Area R1= 3.0 in2 R2= 3.0 in (1.5) DL Defl= 0.04 in Recom Camber= 0.06 in Data Beam Span 6.5 ft Reaction 1 LL 1138 # Reaction 2 LL 1138 # Beam Wt per ft 6.83 # Reaction 1 TL 1933 # Reaction 2 TL 1933 # Bm Wt Included 44 # Maximum V 1933 # Max Moment 3141 '# Max V (Reduced) 1487 # TL Max Defl L / 240 TL Actual Defl L / 927 LL Max Defl L / 360 LL Actual Defl L / >1000 Attributes Section ins Shear inx TL Defl In LL Defl Actual 42.19 28.13 0.08 0.04 Critical 15.71 9.29 0.33 0.22 Status OK OK OK OK Ratio 37% 33% 26% 19% Fb (psi) Fv (psi) E (psi x mil) Fc L (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume Cd Duration 1.000 1.00 1.00 Adjustments Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 350 Uniform TL: 588 = A Uniform Load A R1 = 1933 R2 = 1933 SPAN =6.5FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 TREECE MASTER BEDROOM WINDOWS M-03 Prepared by: TJP Date: 1/22/20 Selection (2) 2x 6 HF #2 Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 1.4 in2 R2= 1.4 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 2.75 ft Reaction 1 LL 344 # Reaction 2 LL Beam Wt per ft 4.01 # Reaction 1 TL 583 # Reaction 2 TL Bm Wt Included 11 # Maximum V 583 # Max Moment 401 '# Max V (Reduced) 389 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Attributes Actual Critical Status Ratio RES U 6 -Wy 21 2020 CITY OF EDMONDS DEVELOPMENT SERVICES 344 # 583 # Section ina Shear ins TL Defl in LL Defl 15.13 16.50 0.01 <0.01 4.35 3.89 0.14 0.09 OK OK OK OK 29% 24% 9% 6% Values Reference Values Adiusted Values Adiustmerats CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use CI Stability Fb E 850 1105 1.300 1.00 1.00 1.00 1.0000 Fv (psi) E (psi x mil). Fc 150 1.3 405 150 1.3 405 m N/A 1.00 1.00 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 250 Uniform TL: 420 = A 1.00 Uniform Load A R1 = 583 R2 = 583 SPAN = 2.75 FT Uniform and partial uniform loads are Ibs per lineal ft. RES U 6 BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 y 21 2020 TREECE MID BEARING BEAM SUPPORT CITY OF EDMONDS R-04 Prepared by: TJP Date: 1/22/20 DEVELOPMENT RTMENT SERVICES Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 5.0 in2 R2= 5.0 in2 (1.5) DL Defl= 0.01 in Recom Camber= 0.02 in Data Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl Attributes Actual Critical Status Ratio Values Adjustments 3.0 ft Reaction 1 LL 1925 # 6.83 # Reaction 1 TL 3281 # 21 # Maximum V 3281 # 4820'# Max V (Reduced) 3213 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 Reaction 2 LL 1925 # Reaction 2 TL 3281 # Section in3 Shear (in2) TL Defl (in) LL Detl 42.19 28.13 0.02 0.01 24.10 20.08 0.15 0.10 OK OK OK OK 57% 71 % 15% 11 % Fb(psi) Fv(psi) E(psi x mil) Fc -L(psi) Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Loads Uniform LL: 50 Uniform TL: 84 = A Point LL Point TL Distance _ 3700 B = 6290 1.5 Uniform Load A Pt loads: © _ R1 = 3281 R2 = 3281 SPAN =3FT Uniform and partial uniform loads are Ibs per lineal ft. RES U 6 BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 May 21 2020 TREECE WALKWAY REAR BEAM CITY OF EDMONDS R-05 Prepared by: TJP Date: 2/04/20 DEVELOPMENTP SERVICES RTMENT Selection 4x 8 DF-L #2 Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 2.3 in2 R2= 2.3 in2 (1.5) DL Defl= 0.05 in Data Attributes Actual Critical Status Ratio Values Ad fustmenrs Loads Beam Span 6.0 ft Reaction 1 LL 844 # Reaction 2 LL 844 # Beam Wt per ft 6.17 # Reaction 1 TL 1436 # Reaction 2 TL 1436 # Bm Wt Included 37 # Maximum V 1436 # Max Moment 2154'# Max V (Reduced) 1147 # TL Max DO L / 240 TL Actual Defl L / 762 LL Max Defl L / 360 LL Actual Defl L / >1000 Section ing Shear (in2) TL Defl in LL Defl 30.66 25.38 0.09 0.05 22.09 9.56 0.30 0.20 OK OK OK OK 72% 38% 32% 23% Fb(psi) Fv(psi) E(psi x mil Fc!(psi) Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 281 Uniform TL: 473 = A Uniform Load A R1 = 1436 R2 = 1436 SPAN = 6 FT Uniform and partial uniform loads are Ibs per lineal ft. RES U 6 BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 navy 21 2020 TREECE WALKWAY FRONT BEAM CITY OF EDMONDS R-06 Prepared by: TJP Date: 2/04/20 DEVELOPMENT SERVICES PARTMENT Selection 4x 8 DF-L #2 Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 2.7 in2 R2= 2.7 in2 (1.5) DL Defl= 0.06 in Data Attributes Actual Critical Status Ratio Values Adiustments Loads Beam Span 6.0 ft Reaction 1 LL 994 # Reaction 2 LL 994 # Beam Wt per ft 6.17 # Reaction 1 TL 1688 # Reaction 2 TL 1688 # Bm Wt Included 37 # Maximum V 1688 # Max Moment 2532'# Max V (Reduced) 1348 # TL Max Defl L / 240 TL Actual Defl L / 648 LL Max Defl L / 360 LL Actual Defl L / >1000 Section in3 Shear in2 TL Defl in LL Defl 30.66 25.38 0.11 0.05 25.97 11.23 0.30 0.20 OK OK OK OK 85% 44% 37% 27% Fb(psi) Fv(psi) E(psi x mil) Fc..)(psi) Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 CIF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 331 Uniform TL: 557 = A Uniform Load A 0 R1 = 1688 R2 = 1688 SPAN =6FT Uniform and partial uniform loads are Ibs per lineal ft. RES U 6 BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 May 21 2020 TREECE (22' LENGTH) MID BRIG BM LEFT CITY OFEDMONDS R-01 Prepared by: TJP Date: 1 /22/20 DEVELOPMENTSERVICES ENT Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft Conditions NDS 2018 Min Bearing Area R1= 5.0 inz R2= 5.0 inz (1.5) DL Defl= 0.14 in Recom Camber= 0.21 in Data Beam Span 9.5 ft Reaction 1 LL 1900 # Reaction 2 LL 1900 # Beam Wt per ft 7.97 # Reaction 1 TL 3230 # Reaction 2 TL 3230 # Attributes Actual Critical Status Ratio Bm`Wt Included 76 # Maximum V Max Moment 7671 '# Max V (Reduced) TL Max Defl L / 240 TL Actual DefI LL Max Defl L / 360 LL Actual Defl 3230 # 2635 # L/412 L/845 Section (in3) Shear (W) TL Defl (in) LL Defl 57.42 32.81 0.28 0.13 38.35 16.47 0.48 0.32 OK OK OK OK 67% 50% 58% 43% Values Reference Values Adjusted Values Adjustments Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Loads Fb (psi) Fv (psi) E (psi x rail) Fc 1 2400 240 1.8 650 2400 240 1.8 650 1.000 1.00 1.00 1.00 N/A 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft U[IIIUFFTI LL.'FUU UIIIIU1111 IL. O/L =M Uniform Load A R1 = 3230 R2 = 3230 SPAN =9.5FT Uniform and partial uniform loads are Ibs per lineal ft. R-03 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads RES U 6 BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 May 21 2020 (22' LENGTH) MID BRIG BM RIGHT CITY OFEDMONDS OPMENT Prepared by: TJP Date: 1 /22/20 DEVE D PARTMENRVICES 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft NDS 2018 Min Bearing Area R1= 2.0 in2 R2= 2.0 in2 (1.5) DL Defl= <0.01 in.Recom Camber= <0.01 in. Beam Span 3.75 ft Reaction 1 LL 750 # Reaction 2 LL 750 # Beam Wt per ft 7.97 # Reaction 1 TL 1275 # Reaction 2 TL 1275 # Bm Wt Included 30 # Maximum V 1275 # Max Moment 1195'# Max V (Reduced) 680 # TL Max Defl L / 240 TL Actual Defl L / >1000 LL Max Defl L / 360 LL Actual Defl L / >1000 Section in3 Shear (in'') TL Defl fin) LL Defl 57.42 32.81 0.01 <0.01 5.98 4.25 0.19 0.13 OK OK OK OK 10% 13% 4% 3% Fb(PSI) FV f t sl x mll ; FC!(PSI) Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft R 1 = 1275 Uniform LL: 400 Uniform Load A Uniform TL: 672 = A �t R2 = 1275 SPAN = 3.75 FT Uniform and partial uniform loads are Ibs per lineal ft. TREECE R-02 Selection Conditions Data Attributes Actual Critical Status Ratio Values Ad jastroents Loads BeamChek v2019 licensed to: Lincoln Block Inc. Reg # 5508-68680 (22' LENGTH) MID BRG BM MIDLE Prepared by: TJ P Date: 1 /22/20 RES U 6 y 21 2020 CITY OF EDMONDS DEVELOPMENT SERVICES 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft NDS 2018 Min Bearing Area R1= 4.7 inz R2= 4.7 inz (1.5) DL Defl= 0.11 in Recom Camber= 0.17 in Beam Span 9.0 ft Reaction 1 LL 1800 # Reaction 2 LL 1800 # Beam Wt per ft 7.97 # Reaction 1 TL 3060 # Reaction 2 TL 3060 # Bm Wt Included 72 # Maximum V 3060 # Max Moment 6885 '# Max V (Reduced) 2465 # TL Max Defl L / 240 TL Actual Defl L / 485 LL Max Defl L / 360 LL Actual Defl L / 994 Section ins Shear in2 TL Defl in LL DO 57.42 32.81 0.22 0.11 34.42 15.41 0.45 0.30 OK OK OK OK 60% 47% 49% 36% rb(psi) rV(psi) It TS1 x mIY rc I Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 400 Uniform TL: 672 = A Uniform Load A i 1 R1 = 3060 R2 = 3060 SPAN = 9 FT Uniform and partial uniform loads are Ibs per lineal ft.