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. IP • <br /> STRUCTURAL CALCULATIONS by WOODWAY HOMES,INC. <br /> 6306 176th St SW,Lynnwood,WA 98037 (425)772-3167 <br /> SeamChek v2020 licensed to:WOODWAY HOMES INC Reg#8101-1582 <br /> LAPATSIN HOUSE REMODEL SISTER RAFTER @ LIV.RM. <br /> TO TRUSS TOP CORD Prepared by:DCD Date:9/14/21 <br /> Selection 2x 12 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=1.1 in2 R2=1.1 in2 (1.5)DL Deft= 0.07 in <br /> Data Beam Span 12.0 ft Reaction 1 LL 300# Reaction 2 IL 300# <br /> Beam Wt per ft 4.1 # Reaction 1 TL 445# Reaction 2 TL 445# <br /> Bm Wt Included 49# Maximum V 445# <br /> Max Moment 1334'# Max V(Reduced) 375# <br /> TL Max Defl L/240 TL Actual Defl L/830 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(ins) Shear(inn) TL Deft(in) LL Defl <br /> Actual 31.64 16.88 0.17 0.10 <br /> Critical 16.37 3.26 0.60 0.40 <br /> Status OK OK OK OK <br /> Ratio 52% 19% 29% 25% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc.i.(Psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 978 173 1.3 405 <br /> Adjustments CF Size Factor 1.000 <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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:50 Uniform TL:70 =A <br /> Uniform Load A <br /> Z\ Z\ <br /> R1 =445 R2=445 <br /> SPAN=12 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 4/7' 6 REGISTMED <br /> tilow. ....j: DEAN C romans <br /> STATE Or KasitunTos <br /> 14 (10 <br />