Laserfiche WebLink
DESIGN LINES, INC. <br />EVERETT, WASHINGTON <br />BeemCheR v2.4lice nsed to Duane Rowett Reg # 2308-64256 <br />PEARSON <br />HEADER. WINDOW OVER TUB Date:4/16l04 <br />f nkgckonn 1 0 8 DF-L 02 Lu = 0.0 Ft _ <br />conditions NDS'97 <br />Data <br />Aftribute2 <br />Actual <br />Critical <br />Status <br />Ratio <br />Min tseanng Area rcr= i.q in, n = am m- uu unn v.v 1 In <br />Beam Span <br />4.25 ft <br />Reaction 1 LL <br />604 # Reaction 2 LL 13319 <br />Beam Wt per ft <br />6.179 <br />Reaction 1 TL <br />858 # Reaction 2 TL 1877 # <br />Bm Wl Included <br />26 # <br />Maximum V <br />1877 # <br />Max Moment <br />1918 W <br />Max V (Reduced) <br />1545 # <br />TL Max Deft <br />L / 240 <br />TL Actual Dell <br />L />1000 <br />LL Max Deft <br />L / 360 <br />LL Actual Deft <br />L />1000 <br />Section in Shear On") TL Deft (in) LL Den <br />30.66 25.38 0.04 0.03 <br />17.10 21.21 0.21 0.14 <br />OK OK OK OK <br />56% 84% 17% 18% <br />Values Base Values <br />Base Adjusted <br />Adiustmenfs CF Size Factor <br />Cd Duration <br />Cr Repetitive <br />Ch Shear Stress <br />Cm Wet Use <br />Cl Stability <br />Fv (psi) E (psi x mil) Fc.L <br />95 1.6 625 <br />109 1.6 625 <br />1.15 1.15 <br />1.00 <br />1.0'1 <br />1.00 1.00 1.00 1.00 <br />1000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />Y <br />Point LL Point TL Distance Per Unif LL Par Unit TL Start End <br />11 sn R = 1R1n 30 2RR H e 403 3.0 4.25 <br />Undortn Load A <br />Pt loads: u I <br />R1 = 858 R2 = 1877 <br />SPAN = 4.25 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />