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Project:Waxie Santa Ana PV <br />Date:2/24/25 <br />Wood Beam Design <br />Shear Design Equation <br />F'v=Fv(CD)(CM)(Ct)(Ci)(CF) <br />fv=VQ / Ib [=3V / 2bd for rectangular sections]Vmax= <br />Vmin= <br />Flexural Design Equation Mmax= <br />F'b=Fb(CD)(CM)(Ct)(CL)(CF)(CV)(Cfu)(Ci)(Cr)(Cc)Mmin= <br />fb=M / Sx RLmax= <br />RLmin= <br />Modification Factors RRmax= <br />CD=0.90 Load Duration Factor [NDS 18 Table 2.3.2]RRmin= <br />CM=1.00 Wet Service Factor [NDS 18 Table 4A, 4D, 5A, 5B] <br />Ct=1.00 Temperature Factor [NDS 18 Table 2.3.3] <br />CL=0.78 Beam Stability Factor [NDS 18 3.3.3]fv=45 psi <br />lu=120 in Effective Unbraced Length [NDS 18 Table 3.3.3]F'v=239 psi <br />CF=1.00 Size Factor [Sawn only. NDS 18 4.3.6]fb=968 psi <br />CV=0.93 Volume Factor [Manuf or GLB's only. NDS 18 5.3.6]F'b=1567 psi <br />Cfu=1.00 Flat Use Factor [NDS 18 Table 4A, 4D, 5A] ΔLL= <br />Ci=1.00 Incising Factor [NDS 18 Table 4.3.8] <br />Cr=1.00 Repetitive Member Factor [=1.15 if s<= 24" o.c.] ΔTL= <br />Cc=1.00 Curvature Factor [GLB's only. See NDS 18 5.3.8] <br />0.0000 in 1.7216 in 0.00 in OK=L / 279 <br />D/C =0.62 OK <br />0.00 in 0.000 in 0.00 in OK <br />21278 ft-lbs 0 ft-lbs 0 ft-lbs 21278 ft-lbs <br />1277 # <br />Design Summary <br />D/C = <br />0 ft-lbs 0 ft-lbs 0 ft-lbs 0 ft-lbs <br />2128 # 0 # 0 # 2128 # <br />-2128 # 0 # 0 # -2128 # <br />2128 # 0 # 0 # 2128 # <br />1277 # <br />2128 # 0 # 0 # 2128 # <br />0.19 OK <br />Analysis Summary <br />DL LL E or W Combinations <br />Page 14 of 23