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110 STRU•AL CALCULATIONS by WOODWAY HOMES,11 <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 TOP FLOOR JOISTS <br /> AT LANDING Prepared by:DD,AIA Date:9/29/22 <br /> Selection 2x 6 HF#2 @ 16 in oc Lu=0.0 Ft <br /> Conditions NDS 2018,Repetitive Use <br /> Min Bearing Area R1=0.6 in2 R2=0.6 in2 (1.5)DL Defl 0.08 in <br /> Data Beam Span 7.5 ft Reaction 1 LL 150# Reaction 2 LL 150# <br /> Beam Wt per ft 0# Reaction 1 TL 225# Reaction 2 TL 225# <br /> Bm Wt Included 0# Maximum V 225# <br /> Max Moment 422'# Max V(Reduced) 197# <br /> TL Max Defl L/240 TL Actual Defl L/489 <br /> LL Max Defl L/360 LL Actual Defl L/856 <br /> Attributes Section(ins) Shear(in2) TL Defl(in) LL Defl <br /> Actual 7.56 8.25 0.18 0.11 <br /> Critical 3.98 1.97 0.38 0.25 <br /> Status OK OK OK OK <br /> Ratio 53% 24% 49% 42% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc 1 (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1271 150 1.3 405 <br /> Adjustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.15 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:40 Uniform IL:60 =A <br /> Uniform Load A <br /> R1 =225 R2=225 <br /> SPAN=7.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 13 � 1G <br />