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Project #: <br />6 MEMBER SPAN: <br />P1 = 1077 lbs from @ X1=2.00'DL=448 # <br />P2 = lbs from @ X2=DL= <br />P3 = lbs from @ X3=DL= <br />FROM (ft) - TO (ft)PSF PLF DEAD LOAD plf <br />CHOOSE BM TYPE= 2 0.00 - 5.00 ROOF T.L.=(34 ) x (4 ) = 136 14 PSF=>56 <br />0.00 - 5.00 WALL T.L.=(15 ) x (2 ) = 30 15 PSF=>30 <br />0.00 - 5.00 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 5.00 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 5.00 16 ) x (0 ) = 0 6 PSF=>0 <br />Beam Weight = 5.64 5.64 5.64 <br />Fb = 1000 psi Fv = 180 psi E = 1.6 x106 si d = 7.25 inc <br />Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 3.5 inch <br />RL= 1075 lbs RR= 860 lbs <br />(Dead) R =498 lbs (Dead) R = 408 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 <br />(Live) R = 577 lbs (Live) R = 452 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*Cd*Sf*Rm) = 17.556 in3 S=in3 O.K. <br />A=1.5 * Vmax / (Fv*Cd) = 6.4773 in2 A=in2 O.K. <br />Allow.Def.= L/ 240 = 0.25 in Dac =in O.K. L/ 1297 <br />USE BEAM : ( 1 )4 x 8 <br />MEMBER SPAN: <br />P1 = lbs from @ X1=DL= <br />P2 = lbs from @ X2=DL= <br />P3 = lbs from @ X3=DL= <br />FROM (ft) - TO (ft)PSF PLF DEAD LOAD plf <br />CHOOSE BM TYPE= 2 0.00 - 1.00 ROOF T.L.=(34 ) x (0 ) = 0 14 PSF=>0 <br />0.00 - 1.00 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 <br />0.00 - 1.00 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 1.00 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 1.00 16 ) x (0 ) = 0 6 PSF=>0 <br />Beam Weight = 0.06 0.06 0.06 <br />Fb = 1000 psi Fv = 180 psi E = 1.6 x106 si d = 0.5 inc <br />Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 0.5 inch <br />RL= 0 lbs RR= 0 lbs <br />(Dead) R =0 lbs (Dead) R = 0 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 <br />(Live) R = 0 lbs (Live) R = 0 lbs {n=0.111 for PSL and 6xSAWN members, n=0.136 for LVL and n=0.092 for LSL} <br />Cd= 2 Cd= 1.00 Are you using Repetitive Member? no => Rm = 1 <br />REQUIRED PROVIDED <br />S=Mmax / (Fb*Cd*Sf*Rm) = 8E-05 in3 S=in3 O.K. <br />A=1.5 * Vmax / (Fv*Cd) = 0.0002 in2 A=in2 O.K. <br />Allow.Def.= L/ 240 = 0.05 in Dac =in O.K. L/ 80000 <br />USE BEAM : ( 1 )1 x 1 <br />0.00 <br />Douglas Fir # 1 <br />Occupance <br />% Capacity <br />0.0 0.4 <br />0.3 0.1 <br />TRIBUTARY (ft) <br />0 0.00 0 <br />25.4 25.5 <br />0.05 <br />Douglas Fir # 1 <br />VOID 1.00 ft <br />1829 21.95 972 <br />Roof <br />% Capacity <br />30.7 57.3 <br />HDR 5.00 ft <br />BM 4 <br />TRIBUTARY (ft) <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