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STRU•AL CALCULATIONS by WOODWAY HOMES,I. <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 JOIST <br /> TO CARRY HEADER Prepared by:DD,AIA Date:9/29/22 <br /> Selection (3)2x 6 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=1.0 in2 R2=1.5 in2 (1.5)DL Defl= 0.24 in <br /> Data Beam Span 10.3 ft Reaction 1 LL 212# Reaction 2 LL 307# <br /> Beam Wt per ft 6.01 # Reaction 1 TL 387# Reaction 2 TL 595# <br /> Bm Wt Included 62# Maximum V 595# <br /> Max Moment 1481 .# Max V(Reduced) 571 # <br /> TL Max Defl L/240 TL Actual Defl L/300 <br /> LL Max Defl L/360 LL Actual Defl L/713 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Def I <br /> Actual 22.69 24.75 0.41 0.17 <br /> Critical 16.09 5.71 0.52 0.34 <br /> Status OK OK OK OK <br /> Ratio 71% 23% 80% 51% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc 1 (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1.3 405 <br /> Adjustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <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 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:30 Uniform TL:45 =A <br /> Point LL Point TL Distance <br /> 210 B=456 7.5 <br /> Uniform Load A <br /> Pt loads: <br /> R1 =387 R2=595 <br /> SPAN=10.3 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> j 5 <br />