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Calculation: 2a wood design {5-6) <br />Induced Loading Derivation: <br />Member Properties: <br />Span, Lt: 2 ft <br />E: Iwlil ksi <br />Ix: 20 8 in.4 <br />IY: 1 5 in 4 <br />Member Analysis: Conservative Design Max <br />Analysis Location, x: 0 ft <br />Wind Deflection Reduction: No <br />p <br />a b <br />►t' <br />RI Rz <br />Unfactored Strong -Axis Induced Forces <br />BLC I Dist. Loads Line Loads Point Load <br />DL: 0 psf 0 plf 0.0 k <br />DLadd: - psf 0 plf 0.044 k <br />DLsw: - psf I .s plf - k <br />LL: 0 psf 0 plf 0.0 k <br />LLr: 0 psf 0 plf 0.0 k <br />SLb.Se: 0 psf 0 plf 0.0 k <br />SL irifl: - psf 0 plf 0.0 k <br />W L+: 0 psf 0 plf 0.0 k <br />t 0 psf 0 plf 0.0 k <br />Vert. Trib. Width: 6 ft <br />Loading PL Loc., a: I ft. <br />Properties Vert. PL Loc., b: 1 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 />ATransient <br />Ap+Transient <br />1) D: <br />0.90 <br />2 plf <br />0.0 k <br />0.3 k-in <br />0.03 k <br />0.02 k <br />0.02 k <br />0.00 in <br />2) D+L: <br />1.00 <br />2 plf <br />0.0 k <br />0.3 k-in <br />0.02 k <br />0.02 k <br />0.02 k <br />0.00 in <br />0.00 in <br />3a) D+Lr: <br />1.00 <br />2 plf <br />0.0 k <br />0.3 k-in <br />0.02 k <br />0.02 k <br />0.02 k <br />0.00 in <br />0.00 in <br />3b) D+S: <br />1.15 <br />2 plf <br />0.0 k <br />0.2 k-in <br />0.02 k <br />0.02 k <br />0.02 k <br />0.00 in <br />0.00 in <br />4a) D+0.75L+0.75Lr: <br />1.00 <br />1.788 plf <br />0.0 k <br />0.3 k-in <br />0.02 k <br />0.02 k <br />0.02 k <br />- <br />- <br />4b) D+0.75L+0.75S: <br />1.15 <br />1.788 plf <br />0.0 k <br />0.2 k-in <br />0.02 k <br />0.02 k <br />0.02 k <br />- <br />- <br />5 D+0.6W: <br />1.60 <br />1.788 if <br />0.0 k <br />0.2 k-in <br />0.01 k <br />0.02 k <br />0.02 k <br />0.00 in <br />0.00 in <br />6u) D+0.75(0.6W)+0.75L+o.75Lr: <br />1.60 <br />1.788 plf <br />0.0 k <br />0.2 k-in <br />0.01 k <br />0.02 k <br />0.02 k <br />- <br />- <br />6b) D+0.75(0.6W)+0.75L+0.75S: <br />1.60 <br />1.788 plf <br />0.0 k <br />0.2 k-in <br />0.01 k <br />0.02 k <br />0.02 k <br />- <br />- <br />7) 0.6D+0.6W: <br />1.60 <br />1.073 plf <br />0.0 k <br />0.1 k-in <br />1 0.01 k <br />0.01 k <br />0.01 k <br />0.00 in <br />0.00 in <br />Induced Member Loading (ASD): <br />Ptension: <br />0 k <br />Pcompression: <br />0 k <br />Strong Axis Mx. <br />0._ ()4 k-in <br />Strong Axis VY: <br />0.026 k <br />Rbearing,edge: <br />0 k <br />Rbearin flat <br />11 k <br />Snan: <br />ft <br />USE (1) 2x6 Douglas Fir -Larch (No. 1) <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />Project: Starbucks - Brodway & IOth Pg. No: C -5 <br />Address: 1010 N Broadway Everett, WA 98201 Date: 3/19/24 <br />lient: Graphite Design Group Job No.: 24084 <br />