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• • <br /> STRUCTURAL CALCULATIONS by WOODWAY HOMES,INC. <br /> 6306 176th St SW,Lynnwood,WA 98037 (425)772-3167 <br /> BeatriChek v2020 licensed to:WOOD WAY HOMES INC Reg#8101-1582 <br /> LAPATSIN REMODEL RIDGE BEAM <br /> OVER LINING ROOM Prepared by:DCD Date:9/15/21 <br /> Selection 8-3/4x 18 GLB 24F-V4 DFIDF Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area Rl.11.0 in2 R2=11.0 in2 (1.5)DL Deft= 0.66 in Recom Camber=1.00 in <br /> Data Beam Span 31,25 ft Reaction 1 LL 4688# Reaction 2 LL 4688# <br /> Beam Wt per ft 38.27# Reaction 1 TL 7161# Reaction 2 TL 7161# <br /> Bm Wt Included 1196# Maximum V 7161 # <br /> Max Moment 55941 It Max V(Reduced) 6473# <br /> IL Max Defl Li'240 TL Actual Defl L/249 <br /> LL Max Defl Li 360 EL Actual Dell L/447 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) IL Defl <br /> Actual 472.50 157.50 1.50 0.84 <br /> Critical 278.04 35.18 1.56 1.04 <br /> Status OK OK OK OK <br /> Ratio 59% 22% 96% 81% <br /> Fb(psi) Fv(psi) E(psi x mil) Foi.(1>si) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2414 276 1.8 650 <br /> Adiustments Cv Volume 0.875 <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 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:300 Uniform TL:420 =A <br /> - E <br /> OCT 1 2 2021 <br /> __J <br /> CITY OF EVERETT <br /> Permit Services <br /> Uniform Load A <br /> R1 =7161 R2.7161 <br /> SPAN=31.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 6417 <br /> r4467 REGISTERED <br /> ITECT <br /> DARIOT/S <br /> STATE Or WARRINGTON <br />