Laserfiche WebLink
r n <br /> CLIENT: <br /> NASH&ASSOCIATES BEAM DESIGN DATA PROJECT: <br /> ARC 111 ri.:C I DATE: <br /> NAME: <br /> Roof Loads: <br /> LL 25#/sf <br /> DL 15 #/sf <br /> Total 40#/sf <br /> Unless Noted Otherwise <br /> Floor Loads: <br /> LL 40#/sf <br /> DL 10 #/sf <br /> Total 50#/sf <br /> Deck Loads. <br /> LL 60#/sf <br /> DL 10 #/sf <br /> Total 70#/sf <br /> Soil: 1500 PSF Min. <br /> Concrete: Per IBC 18 <br /> Masonry: Per IBC 18 <br /> Steel: Per IBC 18 <br /> Wood: Per IBC 18 <br /> Nailing. Per IBC 18 <br /> 4" Beam: Douglas Fir #2 <br /> fv = 180 <br /> fb = 900 PSI <br /> E = 1,600,000 <br /> 6" Beam: Douglas Fir #2 <br /> fv = 170 <br /> fb = 875 PSI <br /> E = 1,300,000 <br /> Joists do Hem Fir #2 <br /> Rafters: fv = 150 <br /> fb = 850 PSI <br /> E = 1,300,000 <br /> Glu—Lam Beams: <br /> fv = 240 PSI <br /> fb = 2,400 PSI (reduced by size factor, CF•KI) <br /> E = 1,800,000 <br /> 8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117 <br /> WWW.NASH—ARCHITECTS.COM <br /> L J <br />