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STRUADIAL CALCULATIONS by WOODWAY HOMES,IIP <br /> 6306 176th St SW, Lynnwood,WA 98037 (425)772-3167 <br /> BeamChek v2022 licensed to:WOODWAY HOMES INC. Reg#8101-1582 <br /> BIRKE BLDG. B REMODEL LANDING 1 <br /> JOIST 1 FULL LOAD Prepared by:DD,AIA Date:9/29/22 <br /> Selection 2x 6 HF#2 Lu=3.75 Ft Lu @OH=1.25 Ft <br /> Conditions NDS 2018,Overhang <br /> Min Bearing Area R1=0.8 in2 R2=1.5 in2 (1.5)DL Defl= 0.03 in. <br /> Data Beam Span 3.75 ft Reaction 1 LL 88# Reaction 2 LL 288# <br /> Beam Wt per ft 2.0# Reaction 1 TL 338# Reaction 2 TL 591 # <br /> Bm Wt Included 10# Maximum V 401 # Overhang Length 1.25 ft <br /> Max Moment 290'# Max V(Reduced) 311 # Total Beam Length 5.0 ft <br /> TL Max Defl L/240 TL Actual Defl L/>1000 OH TL Actual Defl L/795 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl OH TL Defi OH LL Defl <br /> Actual 7.56 8.25 0.04 <0.01 -0.04 0.00 <br /> Critical 2.85 2.70 0.19 0.13 0.13 0.08 <br /> Status OK OK OK OK OK OK <br /> Ratio 38% 33% 21% 4% 30% 5% <br /> Fb(psi) Fv(psi) E(psi x mil) Fcl(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1217 173 1.3 405 <br /> Adjustments CF Size Factor 1.300 <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 /> CI Stability 0.9577 Rb=14.82 Le=7.49 Ft <br /> CI Stability @ OH 0.9940 Rb=6.98 Le=1.66 Ft <br /> Loads <br /> Par Unif LL Par Unif TL Start End <br /> 60 H=75 0 3.75 <br /> 1=120 0 3.75 <br /> 120 K=150 (OH) 0 1.25 <br /> I <br /> H K <br /> R1 =338 R2=591 <br /> BACKSPAN=3.75 FT OH=1.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br /> GI, <br />