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Calculation: (E) Member Check ,3-3 <br />Induced Loading Derivation: <br />Member Properties: <br />Span, LI: 22.88 ft <br />Member Analysis: Conservative Design Max <br />Analysis Location, x: 0 ft <br />Wind Deflection Reduction: No <br />a b <br />1V <br />R 4R, <br />ASD Design Load Combinations: <br />Cd <br />1) D: <br />0.90 <br />2) D+L: <br />1.00 <br />3a D+Lr: <br />1.00 <br />3b) D+S: <br />1.15 <br />4a) D+0.75L+0.75L,: <br />1.00 <br />4b) D+0.75L+0.75S: <br />1.15 <br />5) D+0.6W: <br />1.60 <br />6a) D+0.75(0.6W)+0.75L+0.75Lr: <br />1.60 <br />6b) D+0.75(0.6W)+0.75L+0.75S: <br />1.60 <br />7) 0.6D+0.6W:i <br />1.60 <br />ASD Design Load Combinations: <br />Cd <br />1) D: <br />0.90 <br />2) D+L: <br />1.00 <br />3a) D+Lr: <br />1.00 <br />3b) D+S: <br />1.15 <br />4a) D+0.75L+0.75L,: <br />1.00 <br />4b) D+0.75L+0.75S: <br />1.15 <br />5) D+0.6W: <br />1.60 <br />6a) D+0.75(0.6W)+0.75L+0.75Lr: <br />1.60 <br />6b) D+0.75(0.6W)+0.75L+0.75S: <br />1.60 <br />7) 0.6D+0.6W:l <br />1.60 <br />Line Loads <br />24 plf <br />24 plf <br />64 plf <br />108 plf <br />54 plf <br />86.8 plf <br />24 plf <br />54 plf <br />86.8 plf <br />14.4 vIf <br />Line Loads <br />24 plf <br />24 plf <br />64 plf <br />108 plf <br />54 plf <br />87 plf <br />24 plf <br />54 plf <br />87 plf <br />14 nlf <br />Induced Member Loading (ASD): I <br />nuE <br />Load on J-2 including Unit Wt <br />BLC I <br />Dist. Loads Line Loads Point Load <br />DL: <br />12 psf 24 plf 0.0 k <br />DLadd: <br />- psf 0 plf 0.071 k <br />DLsW: <br />- psf n.0 plf - <br />k <br />LL: <br />0 psf 0 plf 0.0 k <br />LL,: <br />20 psf 40 plf 0.0 k <br />SLbase: <br />42 psf 84 plf 0.0 k <br />SLdnft: <br />- psf 0 plf 0.0 k <br />WL(+): <br />0 psf 0 plf 0.0 k <br />WL(_): <br />0 psf 0 plf 0.0 k <br />Loading Vert. Trib. Width: 2 ft <br />Properties PL Loc., a: 5.5 ft. <br />Vert. PL Loc., b: 17.38 ft. <br />Load on J-1 includ ng Unit wt <br />Point Load <br />Mmax <br />vmax <br />0.1 k <br />24.9 k-in <br />0.37 k <br />0. <br />0.1 k <br />22.4 k-in <br />0.33 k <br />0. <br />0.1 k <br />53.8 k-in <br />0.79 k <br />0. <br />0.1 k <br />76.6 k-in <br />1.12 k <br />1. <br />0.1 k <br />46.0 k-in <br />0.67 k <br />0. <br />0.1 k <br />62.4 k-in <br />0.91 k <br />1. <br />0.1 k <br />14.0 k-in <br />0.21 k <br />0. <br />0.1 k <br />28.7 k-in <br />0.42 k <br />0. <br />0.1 k <br />44.8 k-in <br />0.65 k <br />1. <br />0.0 k <br />8.4 k-in <br />0.12 k <br />0. <br />J-1 Original Design <br />Point Load <br />Mmax <br />Vmax <br />0.0 k <br />20.9 k-in <br />0.31 k <br />0. <br />0.0 k <br />18.8 k-in <br />0.27 k <br />0. <br />0.0 k <br />50.2 k-in <br />0.73 k <br />0. <br />0.0 k <br />73.5 k-in <br />1.07 k <br />1. <br />0.0 k <br />42.4 k-in <br />0.62 k <br />0.6 <br />0.0 k <br />59.2 k-in <br />0.86 k <br />0. <br />0.0k <br />11.8k-in <br />0.17k <br />0. <br />0.0 k <br />26.5 k-in <br />0.39 k <br />0.0 k <br />42.6 k-in <br />0.62 k <br />0.0 k <br />7.1 k-in <br />0.10 k <br />J-2 Original Design <br />BLC <br />Dist. Loads <br />Line Loads <br />Point Load <br />DL: <br />12 psf <br />24 plf <br />0.0 k <br />DLadd: <br />- psf <br />0 plf <br />0.0 k <br />DLsW: <br />- psf <br />0 plf <br />- k <br />LL: <br />0 psf <br />0 plf <br />0.0 k <br />LL,: <br />20 psf <br />40 plf <br />0.0 k <br />SLb.e: <br />42 psf <br />84 plf <br />0.0 k <br />SLd,ift: <br />- psf <br />0 plf <br />0.0 k <br />WL(+): <br />0 psf <br />0 plf <br />0.0 k <br />WL(_): <br />0 psf <br />0 plf <br />0.0 k <br />Loading Horz. Trib. Width: <br />Properties Lat. PL Loc., a: <br />Lat PL Load Loc., b: <br />2 ft <br />() ft <br />22.88 ft <br />R1 R2 <br />33 k 0.29 k <br />33 k 0.29 k <br />79 k 0.75 k <br />29 k 1.25 k <br />67 k 0.63 k <br />05 k 1.01 k <br />33 k 0.29 k <br />67 k 0.63 k <br />05 k 1.01 k <br />20 k 0.17 k <br />R1 R2 <br />27 k 0.27 k <br />27 k 0.27 k <br />73 k 0.73 k <br />23 k 1.23 k <br />99 k 0.99 k <br />27 k 1 0.27 k <br />0.99 k 0.99 k <br />0.16 k 0.16 k <br />New Load: Existing Load: 5%Check: <br />Mx �(+.6 k-in Mr k-in 1.042 OK Win 5'%0 <br />Vy, 1.1 k Vx: 1.1 k 1.044 OK „/in 5'%o <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />3roject: Starbucks - Brodway & loth Pg. No: B -3 <br />kddress: 1010 N Broadway Everett,WA 98201 Date: 3/19/24 <br />lient: Graphite Design Group Job No.: 24084 <br />