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Project #: <br />3 Horizontal Projected Span: 6 ft <br />Actual Roof Load=28 psf Roof DL=8 psf Actual Inclined Span: 6.32 ft <br />Pitch =4 /12 Wp= plf <br />CHOOSE BM TYPE= 3 PSF PLF DEAD LOAD plf <br />ROOF T.L.=(34 ) x (0 +0 ) = 0 14 PSF=>0 <br />WALL T.L.=(15 ) x (0 +0 ) = 0 15 PSF=>0 <br />FLOOR T.L.=(52 ) x (0 +0 ) = 0 12 PSF=>0 <br />Beam Weight = 2.417 2.4167 PSF=>2.41667 <br />TOTAL LOAD =2.417 TOTAL D.L.=2.4167 <br />Fb = 900 psi Fv = 180 psi E = 1.6 x106 psi d = 7.25 inch <br />Mmax=ft-in-K Vmax=lbs b = 1.5 inch <br />RL= 258 lbs RR= 133 lbs <br />(Dead) R =79 lbs (Dead) R =43 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 <br />(Live) R = 179 lbs (Live) R = 89 lbs {n=0.111 for PSL and 6xSAWN members, n=0.136 for LVL and n=0.092 for LSL} <br />Cd=4 Cd= 1.25 Are you using Repetitive Member? No => Rm = 1 <br />REQUIRED PROVIDED <br />S=Mmax / (Fb*C *S *R ) =in3 S=in3 O.K. <br />A=1.5 * Vmax / (Fv*Cd) =in2 A=in2 O.K. <br />Allow.Def.= L/ 240 =in Dac =in O.K.L/ 2405 <br />USE BEAM : ( 1 )2 x <br />TMC ENGINEERS INC. <br />9542 Pacific Ave, Anaheim, CA 92804 <br />Phone: (714)-829-5053; Email: Tienchu.pe@gmail.com. <br />DATE: 4/23/24 <br />8824VL <br /> HIP OVER (N) BATH <br />118.78 <br />TRIBUTARY (ft) <br />316.86 3.8 63 <br />% Capacity <br />3.38 13.1 25.7 <br />0.42 10.9 3.8 <br />0.32 0.03 <br />8 Douglas Fir # 2 <br />Roof