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Project #: <br />5 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 - 13.75 ROOF T.L.=(34 ) x (8.75 ) = 297.5 14 PSF=>122.5 <br />0.00 - 13.75 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 <br />0.00 - 13.75 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 13.75 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 13.75 16 ) x (0 ) = 0 6 PSF=>0 <br />Beam Weight = 8.75 8.75 8.75 <br />Fb = 1000 psi Fv = 180 psi E = 1.6 x106 si d = 11.25 inc <br />Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 3.5 inch <br />RL= 2105 lbs RR= 2105 lbs <br />(Dead) R =902 lbs (Dead) R = 902 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 <br />(Live) R = 1203 lbs (Live) R = 1203 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) = 69.48 in3 S=in3 O.K. <br />A=1.5 * Vmax / (Fv*Cd) = 12.122 in2 A=in2 O.K. <br />Allow.Def.= L/ 240 = 0.6875 in Dac =in O.K. L/ 445 <br />USE BEAM : ( 1 )4 x 12 <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 - 6.25 ROOF T.L.=(34 ) x (10.5 ) = 357 14 PSF=>147 <br />0.00 - 6.25 WALL T.L.=(15 ) x (2 ) = 30 15 PSF=>30 <br />0.00 - 6.25 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 6.25 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 6.25 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= 1227 lbs RR= 1227 lbs <br />(Dead) R =571 lbs (Dead) R = 571 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 <br />(Live) R = 656 lbs (Live) R = 656 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) = 18.405 in3 S=in3 O.K. <br />A=1.5 * Vmax / (Fv*Cd) = 6.5985 in2 A=in2 O.K. <br />Allow.Def.= L/ 240 = 0.3125 in Dac =in O.K. L/ 989 <br />USE BEAM : ( 1 )4 x 8 <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: 2/11/24 <br />39424TMC <br />CLG. BM. AT BED 1 13.75 ft <br />6.25 ft <br />7238 86.85 1818 <br />Roof <br />% Capacity <br />73.8 94.1 <br />39.4 30.8 <br />0.37 <br />Douglas Fir # 1 <br />void <br />TRIBUTARY (ft) <br />1917 23.01 990 <br />0.08 <br />Douglas Fir # 1 <br />Roof <br />% Capacity <br />30.7 60.0 <br />25.4 26.0 <br />FLOOD ZONE - 718 S <br />Flintridge Dr Unit# 23/26/2025