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_ BeamChek v20061ic_onsed to:architectural design associates Reg#6181-65868 _ <br /> Mullen Garge Garage Door Beam <br /> 6m41 (corrected) / Date: 3/01/23 <br /> Selection 5-1/8x 12 GLB 16F-V2 HF/HF _ Lu=0.0 Ft <br /> Conditions <br /> Min Bearing Area R1 7.0 in R2=7.01n2 <br /> Data Beam Span 16.5 ft <br /> Beani:Wt per ft 14.94# Reaction 1 TL 3522#. Reaction 2 TL 35224 <br /> Bm WA Included, 247# Maximum V 3522# <br /> Max Moment 14529 # Max V(Reduced) 3095# <br /> TL Max Defl L/240 TL Actual Defl L/288 <br /> Attributes Section"in' _-Shear(W) 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 80% 39% 83% <br /> Fb(psi) Fv(psi) E(psi x mil)_ Fc.-L.(psi) <br /> Values Base Values, 1600" 195 1.4 500 <br /> Base Adjusted 1600 105 1.4 500 <br /> Adjustments. Cv Volume 1.0010 <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=0.06 Ft Kbe=.0.0 <br /> Loads Uniform TL: 412 =A <br /> 5537 REGISTERED <br /> ARCHITECT <br /> S A.THOMAS <br /> STATE OF WO NGTON <br /> Uniform Load-A -- —� <br /> R1 3522 R2=3522 <br /> SPAN=16.5FT <br /> Uniform and partial uniform loads'.are lbs per lineal ft. <br /> D ECEOVE <br /> MAR 0 2 2023 <br /> CITY OF EVERETT <br /> Permit Services <br />