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STRUGOAL CALCULATIONS by WOODWAY HOMES,10 <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 /> HEADER AT LANDING Prepared by:DD,AIA Date:9/29/22 <br /> Selection (2)2x 6 HF#2 Lu=0.0 Ft Lu @OH=1.2 Ft <br /> Conditions NDS 2018,Overhang <br /> Min Bearing Area R1=1.1 in2 R2=2.0 in2 (1.5)DL Defl= 0.02 in. <br /> Data Beam Span 4.0 ft Reaction 1 LL 191 # Reaction 2 LL 355# <br /> Beam Wt per ft 4.01 # Reaction 1 TL 440# Reaction 2 TL 816# <br /> Bm Wt Included 21 # Maximum V 526# Overhang Length 1.2 ft <br /> Max Moment 400 It Max V(Reduced) 416# Total Beam Length 5.2 ft <br /> TL Max Defl L/240 TLActual Defl L/>1000 OH TLActual Defl L/<-1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl <br /> Actual 15.13 16.50 0.03 <0.01 -0.02 -0.01 <br /> Critical 4.35 4.16 0.20 0.13 0.12 0.08 <br /> Status OK OK OK OK OK OK <br /> Ratio 29% 25% 13% 7% 21% 11 <br /> Fb(psi) Fv(psi) E(psi x mil) Fe l (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1104 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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> CI Stability @ OH 0.9988 Rb=3.42 Le=1.60 Ft <br /> Loads Uniform LL:105 Uniform TL: 158 =A (Uniform Ld on Backspan) <br /> Par Unif LL Par Unif TL Start End <br /> H=80 0 4.0 <br /> 105 K=158 (OH) 0 1.2 <br /> L=80 (OH) 0 1.2 <br /> H L <br /> Uniform Load A K <br /> /\ <br /> R1 =440 R2=816 <br /> BACKSPAN=4FT OH=1.2FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br /> HIi5 <br />