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• • <br /> STRUCTURAL CALCULATIONS by WOODWAY HOMES,INC. <br /> 6306 176th St SW,Lynnwood,WA 98037 (425)772-3167 <br /> BeamChek v2021 licensed to:WOODWAY HOMES, INC. Reg#8101-1582 <br /> BIRKE BLDG B,EVERETT STAIR STRINGER <br /> CENTER STRINGER Prepared by:DD,AIA Date:4/15/22 <br /> Selection (2)2x 6 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=1.0 in2 R2=1.0 in2 (1.5) DL Defl= 0.12 in <br /> Data Beam Span 10.0 ft Reaction 1 LL 300# Reaction 2 LL 300# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 395# Reaction 2 TL 395# <br /> Bm Wt Included 40# Maximum V 395# <br /> Max Moment 988'# Max V(Reduced) 359# <br /> TL Max Def I L/240 TL Actual Defl L/326 <br /> LL Max Defl L/360 LL Actual Deft L/481 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 15.13 16.50 0.37 0.25 <br /> Critical 10.73 3.59 0.50 0.33 <br /> Status OK OK OK OK <br /> Ratio 71% 22% 74% 75% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I (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:60 Uniform TL:75 =A <br /> Uniform Load A <br /> Ri -395 R2-395 <br /> SPAN=10 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> - 6417 REGISTERED <br /> •• RITECT <br /> ' <br /> c `• S <br /> STATE OE'WASEINGTON <br /> 14I� <br />