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41) • <br /> STRUCTURAL CALCULATIONS by WOOD WAY HOMES,INC. <br /> 6306 176th St SW,Lynnwood,WA 98037 (425)772-3167 <br /> BeamChek v2020 licensed to:WOOD WAY HOMES INC Reg#8101-1582 <br /> LAPATSIN REMODEL RIDGE BEAM <br /> ALT.1 -SHORTER BEAM Prepared by:DOD Date;9/15/21 <br /> Selection 6-314x 16-1/2 GLB 24F-V4 DPW Lu.0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area 111 z-.8.8 in2 R2.8.8 in2 (1.5)DL Defl. 0.46 in Recom Camber.0.69 in <br /> Data Beam Span 25.5 ft Reaction 1 LL 3825# Reaction 2 LL 3825# <br /> Beam Wt per ft 27.06# Reaction 1 IL 5700# Reaction 2 IL 5700# <br /> Bin Wt Included 690# Maximum V 5700# <br /> Max Moment 36338"# Max V(Reduced) 5085# <br /> TL Max Deft LI 240 TLActual Deft L 281 <br /> LL Max Deft L 360 LL Actual Deft LI 488 <br /> Attributes Section(iri2) Shear(in2) TL Deft(in) LL Dell <br /> Actual 306.28 111.38 1.09 0.63 <br /> Critical 170.94 27.64 1.28 0.85 <br /> Status OK OK OK OK <br /> Ratio 56% 25% 85% 74% <br /> Fb(psi) Fv(psi) E(psi x mil) Fol.(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2551 276 1.8 650 <br /> Adjustments Cv Volume 0.924 <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 LL:300 Uniform TL:420 .A <br /> Uniform Load A <br /> R1 5700 R2.5700 <br /> SPAN=25.5 FT <br /> Uniform and partial uniform loads are Has per lineal ft. €417 <br /> MUD <br /> TECT <br /> A <br /> C one <br /> STATE or AULSAINGTON <br />