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Calculation: Cross tkc tm Design { 10-1 I; <br />Design Wt: lb <br />Length: , ft <br />Width: 2.9 ft <br />NI <br />CX <br />_. <br />2'-0r <br />20-0" <br />Induced Loading Derivation: <br />Member Properties: <br />Span, Lt: 3.2 ft <br />E: 1 a1 ksi <br />Ix: I-.- in.° <br />Iy: I �.� in <br />Member Analysis: Conservative Design i. <br />Analysis Location, x: 0 ft <br />Wind Deflection Reduction: No <br />a b <br />Rl RZ <br />Unfactored Strong -Axis Induced Forces <br />BLC7 Dist. Loads Line Loads Point Load <br />DL: 0 psf 0 plf 0.0 k <br />DLadd: - psf 41.8 plf 0.0 k <br />DLsur: - psf 2.7 plf - k <br />LL: 0 psf 0 plf 0.0 k <br />LLr: 0 psf 0 plf 0.0 k <br />SLbase: 0 psf 0 plf 0.0 k <br />SLdriFl: - psf 0 plf 0.0 k <br />WL + : 0 psf 0 plf 0.0 k <br />WL _: 0 psf 0 plf 0.0 k <br />Vert. Trib. Width: 1.583 ft <br />Loading <br />Properties PL Loc., a: 1.583 ft. <br />Vert. PL Loc., b: 1.583 ft. <br />Strong Axis Induced Forces and Deflections <br />ASD Design Load Combinations: <br />Cd <br />Line Loads <br />Point Load <br />Mmax <br />Vmax <br />RI <br />R2 <br />�Tmnsient <br />AD+Transient <br />/) D: <br />0.90 <br />44 plf <br />0.0 k <br />0.7 k-in <br />0.08 k <br />0.07 k <br />0.07 k <br />- <br />0.00 in <br />2) D+L: <br />1.00 <br />44 plf <br />0.0 k <br />0.7 k-in <br />0.07 k <br />0.07 k <br />0.07 k <br />0.00 in <br />0.00 in <br />3a D+Lr: <br />1.00 <br />44 plf <br />0.0 k <br />0.7 k-in <br />0.07 k <br />0.07 k <br />0.07 k <br />0.00 in <br />0.00 in <br />3b) D+S: <br />1.15 <br />44 plf <br />0.0 k <br />0.6 k-in <br />0.06 k <br />0.07 k <br />0.07 k <br />0.00 in <br />0.00 in <br />4a) D+0.75L+0.75Lr: <br />1.00 <br />44.5 plf <br />0.0 k <br />0.7 k-in <br />0.07 k <br />0.07 k <br />0.07 k <br />- <br />4b) D+0.75L+0.75S: <br />1.15 <br />44.5 plf <br />0.0 k <br />0.6 k-in <br />0.06 k <br />0.07 k <br />0.07 k <br />- <br />5) D+0.6W: <br />1.60 <br />44.5 plf <br />0.0 k <br />0.4 k-in <br />0.04 k <br />0.07 k <br />0.07 k <br />0.00 in <br />0.00 in <br />Gu) D+0.75(0.6W)+0.75L+0.75Lr: <br />1.60 <br />44.5 plf <br />0.0 k <br />0.4 k-in <br />0.04 k <br />0.07 k <br />0.07 k <br />- <br />- <br />Gh) D+0.75(0.6W)+0.75L+0.75S: <br />1.60 <br />44.5 plf <br />0.0 k <br />0.4 k-in <br />0.04 k <br />0.07 k <br />0.07 k <br />- <br />7) 0.6D+0.6W:l <br />1.60 <br />1 26.7 plf <br />0.0 k <br />0.3 k-in <br />0.03 k <br />0.04 <br />k <br />0.04 k <br />0.00 in <br />0.00 in <br />I Induced Member Loadine (ASD): <br />Ptension: <br />0 k <br />Pcompression: <br />O k <br />Strong Axis Mx, <br />U.--I k-in <br />Strong Axis Vy. <br />n.078 k <br />Rbearing.edge: <br />0 k <br />Rbearin flat <br />k <br />Span: <br />ft <br />USE (1) 4x4 Douglas Fir -Larch (No. 1) <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />'roject: Starbucks - Brodway & 1 Oth Pg. No: D - 10 <br />kddress: 101O N Broadway Everett,WA 98201 Date: 3/19/24 <br />'lient: Graphite Design Group Job No.: 24084 <br />