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BeamChek v2023 licensed to:Peter Chopelas, PE Reg#5508-68695 <br /> 1424 Maple street bay roof support beam <br /> Date: 9/13/23 <br /> Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=2.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=6.2 in2 R2=6.2 in (1.5) DL Defl= 0.51 in Recom Cambe—0.76 in <br /> Data Beam Span 20.0 ft Reaction 1 LL 2750# Reaction 2 LL 2750# <br /> Beam Wt per ft 14.94# Reaction 1 TL 3999# Reaction 2 TL 3999# <br /> Bm Wt Included 299# Maximum V 3999# <br /> Max Moment 19997'# Max V(Reduced) 3600# <br /> TL Max Defl L/180 TL Actual Defl L/192 <br /> LL Max Defl L/240 LL Actual Defl L/323 <br /> Attributes Section (in3) Shear(in 2) TL Defl (in) LL Defl <br /> Actual 123.00 61.50 1.25 0.74 <br /> Critical 87.19 19.56 1.33 1.00 <br /> Status OK OK OK OK <br /> Ratio 71% 32% 94% 74% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2752 276 1.8 650 <br /> Adjustments Cv Volume 1.000 <br /> Cd Duration 1.15 1.15 <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 0.9971 Rb=4.75 Le=4.12 Ft <br /> Loads Uniform LL:275 Uniform TL: 385 =A <br /> Uniform Load A <br /> 0 0 <br /> R1 =3999 R2=3999 <br /> SPAN=20 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. D ��It Y 1` nE <br /> S-*� <br /> 8 0�12•j <br /> CITY OF EVERETT <br /> Permit Servir,pc <br />