Laserfiche WebLink
project Herem Residence <br /> . ilkDeck Design <br /> Degenkoib AI by TSL job no. page no. <br /> .:.-T 1 ,.o.c.,rn date 1/20/2023 5 <br /> Roof Design <br /> Wood Beam(supporting king post) L = 16.0 ft Check 4 <L/ 240 = 0.80 in <br /> Loading: <br /> P(1) = ridge beam reaction+king post weight = 2,626 lb (@ 8) <br /> Summary: <br /> R(L) = 1,313 lb <br /> R(R) = 1,313 lb L <br /> M(Max) = 10,504 lb-ft Rl R2 <br /> w(Eq) = 328 plf <br /> CD(FV,Fb) = 1.25 CL(Fb) = 1.00 CF(Fb) = 1.00 <br /> C,(Fv,Fb) = 0.80 C;(E) = 0.95 Cr(Fb) = 1.00 <br /> 1.5 x V F'v = 170 psi x C o C; = 170 psi <br /> A REQ = = 11.6 in z <br /> F v F b = 1,350 psi x C 0 C L C F C;C = 1,350 psi <br /> S F Mx 12 _ 93.4 ins E' = 1,600,000 psi x C; = 1,520,000 psi <br /> REQ = , <br /> b <br /> 5 w L 4 6X12 DF# 1 (PT) <br /> 1 REQ 4 <br /> 384E 4- 378.1 in (A=63.3, S=121.2, I=697) <br /> DCR=0.77 <br /> Wood Beam(header over dbl door) L = 6.0 ft Check 4 <L/ 240 = 0.30 in <br /> Loading: <br /> P(1) = ridge beam reaction+king post weight = 2,626 lb (@ 3) <br /> Summary: <br /> R(L) = 1,313 lb <br /> R(R) = 1,313 lb */ L 1 <br /> M(Max) = 3,939 lb-ft R 1 R2 <br /> w(Eq) = 875 plf <br /> CD(Fv,Fb) = 1.25 CL(Fb) = 1.00 CF(Fb) = 1.20 <br /> C;(Fv,Fb) = 0.80 C;(E) = 0.95 Cr(Fb) = 1.00 <br /> 1.5xV F'v = 180 psixCoC; = 180 psi <br /> 2 <br /> A REQ = F'V = 10.9 in F'b = 900 psi x C o C L C F C;C = 1,080 psi <br /> M x 12 s E' = 1,600,000 psi x C; = 1,520,000 psi <br /> S REQ = F, = 43.8 in <br /> b <br /> 5 w L 4 4x10 DF#2(PT) <br /> I REQ 4 <br /> 384 E 4- 53.2 in (A=32.4, S=49.9, I=231) <br /> DCR=0.88 <br />