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BeamChek v2006 licensed to:architectural design associates Reg#6181-65868 <br /> Mullen Garge Garage Door Beam <br /> Bm#1 (corrected) Date:3/01/23 <br /> Selection 5-118x 12 GLB 16F-V2 HFJHF Lu=0.0 Ft <br /> Conditions <br /> Min Bearing Area R1=7.0 in' R2=7.0 in <br /> Data Beam Span 16.5 ft <br /> Beam Wt per ft 14.94# Reaction 1 TL 3522# Reaction 2 TL 3522# <br /> Bm Wt Included 247# Maximum V 3522# <br /> Max Moment 14529'# Max V(Reduced) 3095# <br /> TL Max Deft L/240 TLActual Defl L/288 <br /> Attributes Section m') Shear inz TL Defl(in) <br /> Actual 123.00 61.50 0.69 <br /> Critical 108.97 23.81 0.83 <br /> Status OK OK OK <br /> Ratio 89% 39% 83% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Base Values 1600 195 1.4 500 <br /> Base Adjusted 1600 195 1.4 500 <br /> Adiustments Cv Volume 1.000 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <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 /> Loads Uniform TL: 412 =A <br /> 5537 REGISTERED <br /> ARCHITECT <br /> S A.THOMAS <br /> STATE OF WAS WTON <br /> Uniform Load A <br /> 0 <br /> R1 =3522 R2=3522 <br /> SPAN=16.5FT <br /> Uniform.and partial uniform loads are Ibs per lineal ft. M <br /> R <br /> MAR 0 2 2023 <br /> CITY OF EVERETT <br /> Permit Services <br />