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/ <br /> STRUC•L CALCULATIONS by WOODWAY HOMES,IN* <br /> 6306 176th St SW, Lynnwood,WA 98037 (425)772-3167 <br /> BeamChek v2022 licensed to:WOODWAY HOMES INC. Reg#8101-1582 <br /> BIRK EVERETT ADDED FLOOR BEAM <br /> OVER KITCHEN10.5 Prepared by:DD,AIA Date:6/20/22 <br /> Selection 4x 8 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=1.2 in2 R2=1.2 in2 (1.5) DL Defl= 0.12 in <br /> Data Beam Span 10.5 ft Reaction 1 LL 263# Reaction 2 LL 263# <br /> Beam Wt per ft 6.17# Reaction 1 TL 479# Reaction 2 TL 479# <br /> Bm Wt Included 65# Maximum V 479# <br /> Max Moment 1256'# Max V(Reduced) 424# <br /> TL Max Defl L/240 TL Actual Defl L/590 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(ins) Shear(in2) TL Defl(in) LL Defl <br /> Actual 30.66 25.38 0.21 0.09 <br /> Critical 13.64 4.24 0.53 0.35 <br /> Status OK OK OK OK <br /> Ratio 44% 17% 41% 27% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (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:50 Uniform TL:70 =A <br /> Par Unif TL Start End <br /> H=15 0 10.5 <br /> ,—QECIENE 1 <br /> JUN 2 7 2022 fri <br /> CITY OF EVERETT <br /> Permit Services <br /> H <br /> Uniform Load A <br /> R1 =479 R2=479 <br /> SPAN=10.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 4 <br /> 6417 <br /> REGISTER= <br /> saws HITBCT <br /> 0 'VA,DEAN C D-r IOTI& <br /> APR 13 2023 � A� °F\\ / <br /> ��HI�GTaN <br /> 1 <br /> 1 <br /> CITY OF 'EVERETT <br /> Permit <br />