Laserfiche WebLink
STRU•AL CALCULATIONS by WOODWAY HOMES,• <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 LANDING 1 <br /> JOIST 2 FULL LOAD Prepared by:DD,AIA Date:9/29/22 <br /> Selection 4x 6 HF#2 Lu=3.0 Ft Lu @OH=2.75 Ft <br /> Conditions NDS 2018,Overhang, Uplift @ R1 <br /> Min Bearing Area R1=-0.9 in2 R2=3.8 in2 (1.5)DL Defl= 0.20 in. <br /> Data Beam Span 3.0 ft Reaction 1 LL -82# Reaction 2 LL 513# <br /> Beam Wt per ft 4.68# Reaction 1 TL -381 # Reaction 2 TL 1557# <br /> Bm Wt Included 27# Maximum V 1011 # Overhang Length 2.75 ft <br /> Max Moment 1390'# Max V(Reduced) 843# Total Beam Length 5.75 ft <br /> TL Max Defl L/240 TL Actual Defl L/<-1000 OH TL Actual Defl L/261 <br /> LL Max Defl L/360 LL Actual Defl L/<-1000 OH LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Deft(in) LL Defl OH TL Defl OH LL Defl <br /> Actual 17.65 19.25 -0.03 -0.01 0.25 0.06 <br /> Critical 13.18 7.33 0.15 0.10 0.28 0.18 <br /> Status OK OK OK OK OK OK <br /> Ratio 75% 38% 18% 5% 92% 30% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1266 173 1.3 405 <br /> Adjustments CF Size Factor 1.300 <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 /> CI Stability 0.9960 Rb=5.77 Le=6.18 Ft <br /> CI Stability @ OH 0.9977 Rb=4.44 Le=3.66 Ft <br /> Loads <br /> Par Unif LL Par Unif TL Start End <br /> 40 H=50 0 3.0 <br /> 113 K=363 (OH) 0 2.75 <br /> H K <br /> . . <br /> R1 =-381 R2=1557 <br /> BACKSPAN=3 FT OH=2.75 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br /> Ji5 <br />