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DESIGN LINES, INC. <br /> EVERETT, WASHINGTON <br /> BeamChek v2.4 licensed to. Duane RoMeff Reg#2308-04256 <br /> Kier Garage Garage Door Header <br /> bm-1 Prepared by DP Date. 4114/04 <br /> Selection 4x 8 DF-L#2 Lu-0.0 Ft <br /> Conditions NDS'97 <br /> Min Bearing Area R1= 0.9 in' R2=0.9 in' DL Deb 0.07 in <br /> Data Beam Span 9 5 ft Reaction 1 LL 238# Reaction 2 LL 2380 <br /> Beam Wt per ft 6170 Reaction 1 TL 552# Reaction 2 TL 552# <br /> Bm Wt Included 590 Maximum V 552# <br /> Max Moment 1310'# Max V(Reduced) 482# <br /> TL Max Defl L t 240 TL Actual Deft L/954 <br /> LL Max Dell L/360 :L Actual Defl L/>1000 <br /> Attributes Section in' Shear in' TL Defl in LL Doff <br /> Actual 30.66 25.38 0.12 0.05 <br /> Critical 13.44 7.60 0.46 032 <br /> Status OK OK OK OK <br /> Ratio 44% 30% 25% 16% <br /> Fb(psi) Fv(psi) E(psi x mil Fc (psi) <br /> Values Base Values 900 95 1.6 625 <br /> Base Adiusted 1170 95 1.6 625 <br /> Adjustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1 DO <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress 1.00 <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0 00 Ft Kbe=0.0 <br /> L2ads Uniform LL- 50 Uniform TL 70 =A <br /> Per UWTL Start End <br /> 5 <br /> H <br /> F_ Uniform Load AA <br /> Rt = 552 R2= 552 <br /> SPAN =9.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal It <br />