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Project #: <br />1 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= 3 0.00 - 14.50 ROOF T.L.=(34 ) x (0 ) = 0 14 PSF=>0 <br />0.00 - 14.50 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 <br />0.00 - 14.50 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 14.50 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 14.50 16 ) x (1.33 ) = 21.28 6 PSF=>7.98 <br />Beam Weight = 1.83 1.83 1.83 <br />Fb = 900 psi Fv = 180 psi E = 1.6 x106 si d = 5.5 inc <br />Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 1.5 inch <br />RL= 168 lbs RR= 168 lbs <br />(Dead) R =71 lbs (Dead) R = 71 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 <br />(Live) R = 96 lbs (Live) R = 96 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? yes => Rm = 1.15 <br />REQUIRED PROVIDED <br />S=Mmax / (Fb*Cd*Sf*Rm) = 5.6343 in3 S=in3 O.K. <br />A=1.5 * Vmax / (Fv*Cd) = 1.0465 in2 A=in2 O.K. <br />Allow.Def.= L/ 240 = 0.725 in Dac =in O.K. L/ 252 <br />USE BEAM : ( 1 )2 x 6 <br />2 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= 4 0.00 - 14.75 ROOF T.L.=(34 ) x (9.5 ) = 323 14 PSF=>133 <br />0.00 - 14.75 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 <br />0.00 - 14.75 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 14.75 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 14.75 16 ) x (0 ) = 0 6 PSF=>0 <br />Beam Weight = 10.39 10.39 10.39 <br />Fb = 2900 psi Fv = 290 psi E = 2 x106 si d = 9.5 inc <br />Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 3.5 inch <br />RL= 2459 lbs RR= 2459 lbs <br />(Dead) R =1058 lbs (Dead) R = 1058 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 <br />(Live) R = 1401 lbs (Live) R = 1401 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) = 37.517 in3 S=in3 O.K. <br />A=1.5 * Vmax / (Fv*Cd) = 11.353 in2 A=in2 O.K. <br />Allow.Def.= L/ 240 = 0.7375 in Dac =in O.K. L/ 249 <br />USE BEAM : ( 1 )3.5 x 9.5 <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 <br />CELING JOIST OVER FAMILY ROOM 14.50 ft <br />14.75 ft <br />607 7.29 157 <br />Roof <br />% Capacity <br />7.6 74.5 <br />8.3 12.7 <br />0.69 <br />Douglas Fir # 2 <br />CELING BEAM OVER FAMILY ROOM <br />TRIBUTARY (ft) <br />9067 108.80 2195 <br />0.71 <br />Parallam, PSL <br />Occupance <br />% Capacity <br />52.6 71.3 <br />33.3 34.1