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STRUCOAL CALCULATIONS by WOODWAY HOMES,IS. <br /> 6306 176th St SW, Lynnwood,WA 98037 (425)772-3167 <br /> BearnChek v2022 licensed to:WOODWAY HOMES INC. Reg#8101-1582 <br /> BIRKE BLDG. B REMODEL LANDING 1 <br /> JOIST 2 NO LL ON CANT. Prepared by:DD,AIA Date:9/29/22 <br /> Selection 4x 6 HF#2 Lu=3.0 Ft Lu @OH=2.75 Ft <br /> Conditions NDS 2018,Overhang, Uplift @ R1, Unbalanced OH LL <br /> Min Bearing Area R1=-0.6 in2 R2=2.7 in2 (1.5) DL Defl= 0.20 in. <br /> Data Beam Span 3.0 ft Reaction 1 LL 60# Reaction 2 LL 60# <br /> Beam Wt per ft 4.68# Reaction 1 TL -239# Reaction 2 TL 1103# <br /> Bm Wt Included 27# Maximum V 700# Overhang Length 2.75 ft <br /> Max Moment 963'# Max V(Reduced) 584# Total Beam Length 5.75 ft <br /> TL Max Defl L/240 TL Actual Defl L/<-1000 OH TL Actual Defl L/340 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 <br /> Attributes Section(ins) Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl <br /> Actual 17.65 19.25 -0.02 <0.01 0.19 0.00 <br /> Critical 9.13 5.08 0.15 0.10 0.28 0.18 <br /> Status OK OK OK OK OK OK <br /> Ratio 52% 26% 14% 1% 71% 2% <br /> Fb(psi) Fv(psi) E(psi x mil) Pei(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1266 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 0.9960 Rb=5.77 Le=6.18 Ft <br /> CI Stability©OH 0.9977 Rb=4.44 Le=3.66 Ft <br /> Loads <br /> Par Unif LL Par Unif TL Start End <br /> 40 H=50 0 3.0 <br /> K=250 (OH) 0 2.75 <br /> H K <br /> 0 0 <br /> R1 =-239 R2=1103 <br /> BACKSPAN=3 FT OH=2.75 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br /> 1°I IS <br />