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• 110 <br /> STRUCTURAL CALCULATIONS by WOODWAY 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 /> BIRK EVERETT DOOR HEADER <br /> UNDER LANDING#1 Prepared by:DCD Date:4/14/22 <br /> Selection 4x 4 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=0.7 in2 R2=0.7 in2 (1.5)DL Defl= <0.01 in. <br /> Data Beam Span 3.25 ft Reaction 1 LL 228# Reaction 2 LL 228# <br /> Beam Wt per ft 2.98# Reaction 1 TL 289# Reaction 2 TL 289# <br /> Bm Wt Included 10# Maximum V 289# <br /> Max Moment 235'# Max V(Reduced) 237# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 7.15 12.25 0.03 0.02 <br /> Critical 2.21 2.37 0.16 0.11 <br /> Status OK OK OK OK <br /> Ratio 31% 19% 19% 20% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc 1 (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1275 150 1.3 405 <br /> Adjustments CF Size Factor 1.500 <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:140 Uniform TL: 175 =A <br /> Uniform Load A <br /> Q Z . <br /> R1 =289 R2=289 <br /> SPAN=3.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> 6417 <br /> /STEREO <br /> ARCHITECT y <br /> / 1461....DEAN c?DARIOTIS <br /> TATE OF WAH4N6 •, <br /> h 1 <br />