Laserfiche WebLink
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 - 9.25 ROOF T.L.=(34 ) x (1.33 ) = 45.22 14 PSF=>18.62 <br />0.00 - 9.25 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 <br />0.00 - 9.25 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 9.25 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 9.25 16 ) x (0 ) = 0 6 PSF=>0 <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= 218 lbs RR= 218 lbs <br />(Dead) R =95 lbs (Dead) R = 95 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 <br />(Live) R = 123 lbs (Live) R = 123 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) = 5.368 in3 S=in3 O.K. <br />A=1.5 * Vmax / (Fv*Cd) = 1.307 in2 A=in2 O.K. <br />Allow.Def.= L/ 240 = 0.4625 in Dac =in O.K. L/ 477 <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= 3 0.00 - 17.25 ROOF T.L.=(34 ) x (0 ) = 0 14 PSF=>0 <br />0.00 - 17.25 WALL T.L.=(15 ) x (0 ) = 0 15 PSF=>0 <br />0.00 - 17.25 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 17.25 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 17.25 16 ) x (1.33 ) = 21.28 6 PSF=>7.98 <br />Beam Weight = 2.42 2.42 2.42 <br />Fb = 900 psi Fv = 180 psi E = 1.6 x106 si d = 7.25 inc <br />Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 1.5 inch <br />RL= 204 lbs RR= 204 lbs <br />(Dead) R =90 lbs (Dead) R = 90 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 <br />(Live) R = 115 lbs (Live) R = 115 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) = 9.4017 in3 S=in3 O.K. <br />A=1.5 * Vmax / (Fv*Cd) = 1.2671 in2 A=in2 O.K. <br />Allow.Def.= L/ 240 = 0.8625 in Dac =in O.K. L/ 334 <br />USE BEAM : ( 1 )2 x 8 <br />0.62 <br />Douglas Fir # 2 <br />Roof <br />% Capacity <br />13.1 71.5 <br />10.9 11.7 <br />TRIBUTARY (ft) <br />881 10.58 190 <br />17.25 ft <br />503 6.04 196 <br />Roof <br />% Capacity <br />7.6 71.0 <br />8.3 15.8 <br />0.23 <br />Douglas Fir # 2 <br />CEILING JOIST <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 />ROOF RAFTER 9.25 ft <br />FLOOD ZONE - 718 S <br />Flintridge Dr Unit# 23/26/2025