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0 0 <br /> STRUCTURAL CALCULATIONS by WO ODWAY HOMES,INC <br /> 6306 176th St SW,Lynnwood,WA 98037 (425)772-3167 <br /> BeamChek v2020 licensed to:WOODWAY HOMES INC Reg#8101-1582 <br /> LAPATSIN REMODEL RIDGE BEAM SUPPORT BEAM <br /> OVER HALLWAY Prepared by:DCD Date:9/15/21 <br /> Selection 6x 12 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=10.8 in2R2=10.8 in2 (1.5)DL Defl= <0.01 in. <br /> Data Beam Span 3.5 ft Reaction 1 LL 2875# Reaction 2 LL 2875# <br /> Beam Wt per ft 15.37# Reaction 1 TL 4362# Reaction 2 TL 4362# <br /> Bm Wt Included 54# Maximum V 4362# <br /> Max Moment 6967'# Max V(Reduced) 3945# <br /> TL Max Defl L/240 TL Actual Defl L 1>1000 <br /> LL Max Deft I/360 LL Actual Deft Li>1000 <br /> Attributes Section(Ma) Shear(in2) TL Deft(in) LL Dell <br /> Actual 121.23 63.25 0.02 0.01 <br /> Critical 107.70 36.75 0.18 0.12 <br /> Status OK OK OK OK <br /> Ratio 89% 58% 11% 9% <br /> Fb(psi) Fv(psi) E(psi x mil) Fol.,(psi) <br /> Values Reference Values 675 140 1.1 405 <br /> Adjusted Values 776 161 1.1 405 <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 IL:300 Uniform TL:.420 =A <br /> Point LL Point TL Distance <br /> 4700 B=7200 1.75 <br /> Uniform Load A <br /> Pt loads: <br /> d. <br /> R1 =4362 R2=4362 <br /> SPAN=3.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. 6417 <br /> - essmumn <br /> 11140, <br /> ANCHITEGT <br /> r <br /> DEAN e D N crrX <br /> STATE OF WASHINGTON <br />