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Calculation: Sleeper Beam Design {7-8 <br />Induced Loading Derivation_) <br />Unfactored Strong -Axis Induced Forces <br />Design Wt: <br />265 lb <br />Member Properties: <br />BLC I <br />Dist. Loads Line Loads Point <br />Load <br />Length: <br />3.2 ft <br />Span, L,: 6 <br />ft <br />DL: <br />0 psf 0 plf 0.0 k <br />Width: <br />2.9 ft <br />E: ou <br />ksi <br />DLadd: <br />- psf 0 plf 0.133 <br />k <br />(E ) Joist Spacing: <br />2.0 ft <br />IX: 48.5 <br />in.' <br />DLsw: <br />- psf a - plf - <br />k <br /># of <br />Joist sharing Load: <br />4 <br />ly: 19. r <br />in .4 <br />LL: <br />0 psf 0 plf 0.0 k <br />Member Analysis: Consen <br />ati\ c Design Max <br />LLr: <br />0 psf 0 plf 0.0 <br />k <br />Analysis Location, x: 0 <br />ft <br />SLbase: <br />0 psf 0 plf 0.0 k <br />r, <br />Wind Deflection Reduction: No <br />SLdrirt: <br />- pSf 0 plf 0.0 <br />k <br />b <br />WL+: <br />(1 psf 0 plf 0.0 k <br />52*-0" <br />a <br />WL _: <br />0 psf 0 plf 0.0 <br />k <br />iv <br />Vert. Trib. Width: 1.583 ft <br />Loading <br />R <br />Rz <br />pL Loc., a: 3 <br />Properties <br />ft.Vert. <br />Strong <br />PL Loc., b: 3 ft. )F <br />Axis Induced Forces and Deflections <br />ASD Design Load Combinations: <br />Cd <br />Line Loads <br />Point Load <br />Mmax <br />Vmaz <br />RI <br />R2 <br />Transient <br />'4+Transient <br />1) D: <br />0.90 <br />4 plf <br />0.1 k <br />2.9 k-in <br />0.09 k <br />0.08 k <br />0.08 k <br />- <br />0.01 in <br />2) D+L: <br />1.00 <br />4 plf <br />0.1 k <br />2.6 k-in <br />0.08 k <br />0.08 k <br />0.08 k <br />0.00 in <br />0.01 in <br />3a) D+Lr: <br />1.00 <br />4 plf <br />0.1 k <br />2.6 k-in <br />0.08 k <br />0.08 k <br />0.08 k <br />0.00 in <br />0.01 in <br />36) D+S: <br />1.15 <br />4 plf <br />0.1 k <br />2.3 k-in <br />0.07 k <br />0.08 k <br />0.08 k <br />0.00 in <br />0.01 in <br />4a) D+0.75L+0.75Lr: <br />1.00 <br />4.171 plf <br />0.1 k <br />2.6 k-in <br />0.08 k <br />0.08 k <br />0.08 k <br />- <br />- <br />4b) D+0.75L+0.75S: <br />1.15 <br />4.171 plf <br />0.1 k <br />2.3 k-in <br />0.07 k <br />0.08 k <br />0.08 k <br />- <br />- <br />S) D+0.6W: <br />1.60 <br />4.171 plf <br />0.1 k <br />1.6 k-in <br />0.05 k <br />0.08 k <br />0.08 k <br />0.00 in <br />0.01 in <br />6a) D+0.75(0.6W)+0.75L+0.75Lr: <br />1.60 <br />4.171 plf <br />0.1 k <br />1.6 k-in <br />0.05 k <br />0.08 k <br />0.08 k <br />- <br />- <br />6b) D+0.75(0.6W)+0.75L+0.75S: <br />1.60 <br />4.171 plf <br />0.1 k <br />1.6 k-in <br />0.05 k <br />0.08 k <br />0.08 k <br />- <br />- <br />7) 0.6D+0.6W- <br />1.60 <br />2.503 Dif <br />0.1 k <br />1 1.0 k-in <br />1 0.03 k <br />0.05 k <br />0.05 k <br />0.00 in <br />0.01 in <br />-22.11btft <br />33.2 99. <br />Load on cantiliver: 22.08 plf <br />Vmax: 0.048 k <br />Mmax: 0.635 k-in <br />I Induced Member Loading (ASD): <br />Ptension: 0 k <br />Pcompression: 0 kj <br />b <br />Strong Axis Mx: 2.90 k-in <br />Strong Axis Vy. 0.098 k <br />Rbearing,edge: 0 k <br />Rbearin g,Flar i � k <br />SDan: ft <br />48.344 at 3.813 ft <br />V lb <br />-49.725 at 3.75 ft <br />0.635 at 3.813 ft <br />M k-in <br />-0.06 at 1.5 ft <br />0 at3ft <br />d --- - - in <br />-0.003 at 6 ft <br />USE (1) 4x6 Douglas Fir -Larch (No. 1) <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />Project: Starbucks - Brodway & 1 Oth Pg. No: D - 7 <br />Address: 101O N Broadway Everett,WA 98201 Date: 3/19/24 <br />�lient: Graphite Design Group Job No.: 24084 <br />