Laserfiche WebLink
Project #: <br />3 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= 8 0.00 - 21.50 ROOF T.L.=(34 ) x (4 ) = 136 14 PSF=>56 <br />0.00 - 21.50 WALL T.L.=(15 ) x (1 ) = 15 15 PSF=>15 <br />0.00 - 21.50 FLR. T.L.=(52 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 21.50 Deck. T.L.=(72 ) x (0 ) = 0 12 PSF=>0 <br />0.00 - 21.50 16 ) x (0 ) = 0 6 PSF=>0 <br />Beam Weight = 11.72 11.72 11.72 <br />Fb = 2400 psi Fv = 265 psi E = 1.8 x106 si d = 12 inc <br />Mmax =ft-lb= in-K Vmax=Rmax-(Wxd)= lbs b = 3.125 inch <br />RL= 1749 lbs RR= 1749 lbs <br />(Dead) R =889 lbs (Dead) R = 889 lbs If d>12, Size Factor, S = (12/d)(n)=>S =1.00 <br />(Live) R = 860 lbs (Live) R = 860 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) = 37.608 in3 S=in3 O.K. <br />A=1.5 * Vmax / (Fv*Cd) = 7.1842 in2 A=in2 O.K. <br />Allow.Def.= L/ 240 = 1.075 in Dac =in O.K. L/ 267 <br />USE BEAM : ( 1 )3.125 x 12 <br />4 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 />0.08 <br />Douglas Fir # 1 <br />Roof <br />% Capacity <br />30.7 60.0 <br />25.4 26.0 <br />TRIBUTARY (ft) <br />1917 23.01 990 <br />6.25 ft <br />9402 112.83 1587 <br />Roof <br />% Capacity <br />75.0 50.1 <br />37.5 19.2 <br />0.97 <br />Glulam GLB 24F-V4 <br />HDR AT LIVING/ BED 2 <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 />BM. AT PORCH 21.50 ft <br />FLOOD ZONE - 718 S <br />Flintridge Dr Unit# 23/26/2025