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Project #: <br />4 MEMBER SPAN: <br />P1 = 258 lbs from @ X1=4.25'DL=79 # <br />P2 =258 lbs from @ X2=10.75'DL=79 # <br />P3 = lbs from @ X3=DL= <br />FROM (ft) - TO (ft)PSF PLF DEAD LOAD plf <br />CHOOSE BM TYPE= 2 0.00 - 15.00 ROOF T.L.=(34 ) x (3 ) = 102 14 PSF=>42 <br />0.00 - 15.00 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 <br />0.00 - 15.00 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 15.00 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 15.00 16 ) x (0 ) = 0 6 PSF=>0 <br />Beam Weight = 7.19 7.19 7.19 <br />Fb = 1000 psi Fv = 180 psi E = 1.6 x106 si d = 9.25 inc <br />Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 3.5 inch <br />RL= 1077 lbs RR= 1077 lbs <br />(Dead) R =448 lbs (Dead) R = 448 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 <br />(Live) R = 629 lbs (Live) R = 629 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) = 44.573 in3 S=in3 O.K. <br />A=1.5 * Vmax / (Fv*Cd) = 6.6189 in2 A=in2 O.K. <br />Allow.Def.= L/ 240 = 0.75 in Dac =in O.K. L/ 354 <br />USE BEAM : ( 1 )4 x 10 <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= 7 0.00 - 14.00 ROOF T.L.=(34 ) x (14.5 ) = 493 14 PSF=>203 <br />0.00 - 14.00 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 <br />0.00 - 14.00 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 14.00 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 14.00 16 ) x (0 ) = 0 6 PSF=>0 <br />Beam Weight = 9.84 9.84 9.84 <br />Fb = 2325 psi Fv = 310 psi E = 1.55 x106 si d = 11.25 inc <br />Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 3.5 inch <br />RL= 3520 lbs RR= 3520 lbs <br />(Dead) R =1490 lbs (Dead) R = 1490 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 <br />(Live) R = 2030 lbs (Live) R = 2030 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) = 63.585 in3 S=in3 O.K. <br />A=1.5 * Vmax / (Fv*Cd) = 14.751 in2 A=in2 O.K. <br />Allow.Def.= L/ 240 = 0.7 in Dac =in O.K. L/ 249 <br />USE BEAM : ( 1 )3.5 x 11.3 <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 BEAM OVER FAMILY ROOM 15.00 ft <br />BEAM #3 <br />BEAM #3 <br />14.00 ft <br />4643 55.72 993 <br />Roof <br />% Capacity <br />49.9 89.3 <br />32.4 20.4 <br />0.51 <br />Douglas Fir # 1 <br />CELING BEAM OVER KITCHEN <br />TRIBUTARY (ft) <br />12320 147.84 3048 <br />0.68 <br />Timberstrand LSL 1.55 <br />Occupance <br />% Capacity <br />73.8 86.1 <br />39.4 37.5