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STRU•AL CALCULATIONS by WOODWAY HOMES,Ii <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 /> NORTH BEDROOM Prepared by:DD,AIA Date:9/29/22 <br /> Selection 2x 6 HF#2 @ 12 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= 0.21 in <br /> Data Beam Span 10.33 ft Reaction 1 LL 155# Reaction 2 LL 155# <br /> Beam Wt per ft 0# Reaction 1 TL 232# Reaction 2 TL 232# <br /> Bm Wt Included 0# Maximum V 232# <br /> Max Moment 600'# Max V(Reduced) 212# <br /> TL Max Defl L/240 TL Actual Defl L/250 <br /> LL Max Defl L/360 LL Actual Defl L/437 <br /> Attributes Section(ins) Shear(in2) TL Defl(in) LL Defl <br /> Actual 7.56 8.25 0.50 0.28 <br /> Critical 5.67 2.12 0.52 0.34 <br /> Status OK OK OK OK <br /> Ratio 75% 26% 96% 82% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc L (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:30 Uniform TL:45 =A <br /> Uniform Load A <br /> . . 0 <br /> R1 =232 R2=232 <br /> SPAN=10.33FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> Iq 1 15 <br />