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STRUCTURAL CALCULATIONS by WOODWAY HOMES, INC. <br />6306 176th St SW, Lynnwood, WA98037 (425) 772-3167 <br />BeamChek v2020 licensed to: WOODWAY HOMES INC Rep # 8101-1582 <br />LAPATSIN REMODEL RIDGE BEAM <br />ALT. 1 - SHORTER BEAM Prepared by: DCD Date: 9/15/21 <br />Selection 6-3/4x 16-1/2 GLB 24F-V4 DF/DF Lu = 0.0 Ft <br />Conditions NDS 2018 <br />Min Bearing Area R1= 8.8 in2 R2= 8.8 in2 (1.5) DL Defl= 0.46 in Recom Camber= 0.69 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />Beam Span <br />25.5 ft <br />Reaction 1 ILL <br />3825 # Reaction 2 ILL 3825 # <br />Beam Wt per ft <br />27.06 # <br />Reaction 1 TL <br />5700 # Reaction 2 TL 5700 # <br />Bm Wt Included <br />690 # <br />Maximum V <br />5700 # <br />Max Moment <br />36338'# <br />Max V (Reduced) <br />5085 # <br />TL Max Defl <br />L / 240 <br />TLActual Defl <br />L / 281 <br />ILL Max Defl <br />L / 360 <br />LLActual Defl <br />L / 488 <br />Section (in3) <br />Shear (in2) <br />TL Defl (in) <br />ILL Defl <br />306.28 <br />111.38 <br />1.09 <br />0.63 <br />170.94 <br />27.64 <br />1.28 <br />0.85 <br />OK <br />OK <br />OK <br />OK <br />56% <br />25% <br />85% <br />74% <br />Fb (psi) <br />Fv (psi) <br />E (psi x mil) <br />Fc 1 (psi) <br />Reference Values <br />2400 <br />240 <br />1.8 <br />650 <br />Ad'usted Values <br />2551 <br />276 <br />1.8 <br />650 <br />Cv Volume <br />0.924 <br />Cd Duration <br />1.15 <br />1.15 <br />Cr Repetitive <br />1.00 <br />Ch Shear Stress <br />N/A <br />Cm Wet Use <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Cl Stability <br />1.0000 Rb <br />= 0.00 Le <br />= 0.00 Ft <br />Uniform ILL : 300 Uniform TL: 420 =A <br />Uniform Load A <br />0 0 <br />R1 = 5700 R2 = 5700 <br />SPAN = 25.5 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />