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SEE REV1 REVIEWED BLD2021-0811+Structural_Calculations2+6.14.2021_1.34 (1)Project: Edmonds lot 3 Location: Roof beam Multi -Loaded Multi -Span Beam [2015 International Building Code(2015 NDS)j 5.5 IN x 15.0 IN x 50.0 FT (14 + 14 + 22) 24F-V8 - Visually Graded Western Species - Dry Use Section Adequate By: 6.1 % Controlling Factor: Moment RECEIVED- Oct 21 2021 StruCalc Dante fy / 9.0.0 CITY OF EDMONDS StruCalc Version 10.2.1.0 of DEVELOPMENT SERVICES 5/12/2021 4:00:20 PM DEPARTMENT CAUTIONS The design dead load deflection exceeds the default maximum of 1/4" on s ca=7. uu cr=ass Shear Stress: Fv = 265 psi Fv' = 265 psi Cd=1.00 Modulus of Elasticity: E = 1800 ksi E' = 1800 ksi Comp. -L to Grain: Fc -1= 650 psi Fc -1' = 650 psi Controlling Moment: -37131 ft-lb Over left support of span 3 (Right Span) Created by combining all dead loads and live loads on span(s) 2, 3 Controlling Shear: 10685 lb At left support of span 3 (Right Span) Created by combining all dead loads and live loads on span(s) 2, Comparisons with required sections: Read Provided Section Modulus: 194.38 in3 206.25 in3 Area (Shear): 60.48 in2 82.5 in2 Moment of Inertia (deflection): 1004.84 in4 1546.88 in4 Moment: -37131 ft-lb 39400 ft-lb Shear: 10685lb 14575lb BLD2021-0811 Project: Edmonds lot 3 page Dante fy / Location: Master bedroom window header StruCalc lc 9.0 9.0 Multi -Loaded Multi -Span Beam [2015 International Building Code(2015 NDS)] StruCalc Version 10.2,1.0 5/12/2021 4:47:17 PM or (2)1.75INx7.25INx12.OFT 2.0E Microllam - Level Trus Joist Section Adequate By: 9.6% Controlling Factor: Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members The design dead load deflection exceeds the default maximum of 1 /4" on scans (2). Shear Stress: Fv = 285 psi Fv' = 285 psi Cd=1.00 Modulus of Elasticity: E = 2000 ksi E' = 2000 ksi Comp. -L to Grain: Fc - L = 750 psi Fc - -L' = 75n psi Controlling Moment: 6263 ft-lb 6.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -2088 lb At right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 27.05 in3 30.66 in3 Area (Shear): 10.99 in2 25.38 in2 Moment of Inertia (deflection): 101.44 in4 111.15 in4 Moment: 6263 ft-lb 7098 ft-lb Shear:-2088lb 4821 lb Project: Edmonds lot 3 Location: Bedroom 2 or 3 window header Multi -Loaded Multi -Span Beam [2015 International Building Code(2015 NDS)] (2)1.75INx7.25INx9.0FT 2.0E Microllam - iLevel Trus Joist Section Adequate By: 27.9% page Dante fy / StruCalc lc 9.0 9.0 StruCalc Version 10.2.1.0 5/12/2021 4:49:26 PM or Controlling Factor: Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members i rvrva klenrer Live Load 0.22 IN L/482 Dead Load 0.14 in Total Load 0.36 IN L/297 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 REACTIONS A_ B Live Load 1519 lb 1519 lb Dead Load 947 lb 947 lb Total Load 2466 lb 2466 lb Bearing Length 0.94 in 0.94 in Span Length 9 ft Unbraced Length -Top 1.33 ft Unbraced Length -Bottom 9 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 2.0E Microllam - iLevel Trus Joist Base Values Adjusted Bending Stress: Fb = 2600 psi Fb' = 2778 psi Cd=1.00 CI=1.00 CF=1.07 Shear Stress: Fv = 285 psi Fv' = 285 psi Cd=1.00 Modulus of Elasticity: E = 2000 ksi E' = 2000 ksi Comp. -L to Grain: Fc - -L = 750 psi Fc - L' = 750 psi Controlling Moment: 5548 ft-lb 4.5 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -2466 lb At right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 23.96 in3 30.66 in3 Area (Shear): 12.98 in2 25.38 in2 Moment of Inertia (deflection): 67.39 in4 111.15 in4 Moment: 5548 ft-lb 7098 ft-lb Shear: -2466 lb 4821 lb Uniform Live Load 338 plf Uniform Dead Load 203 plf Beam Self Weight 8 plf Total Uniform Load 548 Of Project: Edmonds lot 3 Location: Upper floor support beam over garage Multi -Loaded Multi -Span Beam (2015 International Building Code(2015 NDS)] 5.5INx18.0INx21.0FT 24F-V4 - Visually Graded Western Species - Dry Use Section Adequate By: 10.6% Controlling Factor: Moment Dante Palmaffy StruCalc 9.0 StruCalc Version 10.2.1.0 5/12/2021 5:55:48 PM CAUTIONS The design dead load deflection exceeds the default maximum of 1/4" on spans (2). Bending Stress: Fb = 2400 psi Contiolled by: Fb_cmpr = 1850 psi Fb' = 2288 psi Cd=1.00 C1=1.00 Cv=0.95 Shear Stress: Fv = 265 psi Fv' = 265 psi Cd=1.00 Modulus of Elasticity: E = 1800 ksi E' = 1800 ksi Comp. -L to Grain: Fc - -L = 650 psi Fc - -L' = 650 psi Controlling Moment: 51209 ft-lb 11.76 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 10630 lb At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Reo'd Provided Section Modulus: 268.53 in3 297 in3 Area (Shear): 60.17 in2 99 in2 Moment of Inertia (deflection): 1629.72 in4 2673 in4 Moment: 51209 ft-lb 56638 ft-lb Shear: 10630lb 17490lb POINT LOADS - CENTER SPAN Load Number One Two Live Load 1275 lb 1275 lb Dead Load 813 lb 813 lb Location 2 ft 14 ft TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Two Left Live Load 213 plf 213 plf Left Dead Load 128 plf 128 plf Right Live Load 213 plf 213 plf Right Dead Load 128 plf 128 plf Load Start 0 ft 14 ft Load End 2 ft 21 ft Load Length 2 ft 7 ft Project: Edmonds lot 3 page Location: Upper floor support beam over family/living Dante y StruCalc lc 9.0 9.0 / Multi -Loaded MultiSpan Beam [2015 Internationall Building Code(2015 NDS)] StruCalc Version 10.2.1.0 5/12/2021 5:58:36 PM or (2)1.75INx11.875INx14.OFT 2.0E Microllam - iLevel Trus Joist Section Adequate By: 1.8% Controlling Factor: Moment CAUTIONS " Laminations are to be fully connected to provide uniform transfer of loads to all members Shear Stress: Fv = 285 psi Fv' = 285 psi Modulus of Elasticity: Comp. -L to Grain: Cd=1.00 E = 2000 ksi E' = 2000 ksi Fc - L = 750 psi Fc -1' = 750 psi Controlling Moment: 17468 ft-lb 7.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 4991 lb At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 80.8 in3 82.26 in3 Area (Shear): 26.27 in2 41.56 in2 Moment of Inertia (deflection): 345.69 in4 488.41 in4 Moment: 17468 ft-lb 17784 ft-lb Shear: 4991 lb 7897lb Project: Edmonds lot 3 page Dante y Location: 9ft Main floor window header StruCalc lc 9.0 9.0 / Multi -Loaded Multi -Span Beam (2015 International Building Code(2015 NDS)] StruCalc Version 10.2.1.0 5/12/2021 6:00:03 PM of (2) 1.75INx7.25INx9.0FT 2.0E Microllam - iLevel Trus Joist Section Adequate By: 14.4% Controlling Factor: Moment CAUTIONS " Laminations are to be fully connected to provide uniform transfer of loads to all members Shear Stress: Fv = 285 psi Fv' = 285 psi Modulus of Elasticity: Comp. -L to Grain: Cd=1.00 E = 2000 ksi E' = 2000 ksi Fc -1= 750 psi Fc -1' = 750 psi Controlling Moment: 6206 ft-lb 4.5 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 2758 lb At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 26.81 in3 30.66 in3 Area (Shear): 14.52 in2 25.38 in2 Moment of Inertia (deflection): 75.39 in4 111.15 in4 Moment: 6206 ft-lb 7098 ft-lb Shear: 2758lb 4821 lb Project: Edmonds lot 3 page Dante fy / Location: Beam under garage StruCalc lc 9.0 9.0 Multi Loaded MultiSpan Beam [2015 Internationall Building Code(2015 NDS)] StruCalc Version 10.2.1.0 5/12/2021 9:36:37 PM or 5.5INx15.0INx10.0FT 24F-V4 - Visually Graded Western Species - Dry Use Section Adequate By: 5.7% Controlling Factor: Moment Bending Stress: Fb = 2400 psi Fb_cmpr = 1850 psi Cd=1.00 C1=1.00 Shear Stress: Fv = 265 psi Cd=1.00 Modulus of Elasticity: E = 1800 ksi Comp. -L to Grain. Fc -1= 650 psi Controlled by: POINT LOADS - CENTER SPAN Fb' = 2396 psi Load Number One Live Load 8000 lb Fv' = 265 psi Dead Load 0 lb Location 5 ft E' = 1800 ksi Fc -1' = 650 psi Controlling Moment: 38974 ft-lb 5.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 11589 lb At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 195.21 in3 206.25 in3 Area (Shear): 65.6 in2 82.5 in2 Moment of Inertia (deflection): 569.93 in4 1546,88 in4 Moment: 38974 ft-lb 41177 ft-lb Shear: 11589lb 14575lb Project: Edmonds lot 3 Location: Basement window header Multi -Loaded Multi -Span Beam [2015 International Building Code(2015 NDS)] ( 3 ) 1.75INx9.5INx9.0FT 2.0E Microllam - iLevel Trus Joist Section Adequate By: 4.4% Controlling Factor: Moment page Dante fy / StruCalc lc 9.0 9.0 StruCalc Version 10.2.1.0 5/13/2021 10:19:22 AM I of CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members Shear Stress: Fv = 285 psi Fv' = 285 psi Cd=1.00 Modulus of Elasticity: E = 2000 ksi E' = 2000 ksi Comp. -L to Grain: Fc -1 = 750 psi Fc - --' = 750 psi Controlling Moment: 16897 ft-lb 4.5 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 6276 lb At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 75.64 in3 78.97 in3 Area (Shear): 33.03 in2 49.88 in2 Moment of Inertia (deflection): 191.78 in4 375.1 in4 Moment: 16897 ft-lb 17640 ft-lb Shear: 6276lb 9476lb POINT LOADS - CENTER SPAN Load Number One Live Load 1520 lb Dead Load 947 lb Location 4.5 ft