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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 />TIM LAPATSIN RIDGE BEAM <br />OVER UTILITY RM Prepared by: DCD Date: 10/14/21 <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= 2.0 in2 R2= 2.0 in2 (1.5) DL Defl= <0.01 in.Recom Camber= <0.01 in. <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Loads <br />Beam Span <br />5.75 ft <br />Reaction 1 ILL <br />863 # Reaction 2 ILL 863 # <br />Beam Wt per ft <br />27.06 # <br />Reaction 1 TL <br />1285 # Reaction 2 TL 1285 # <br />Bm Wt Included <br />156 # <br />Maximum V <br />1285 # <br />Max Moment <br />1848'# <br />Max V (Reduced) <br />671 # <br />TLMax Defl <br />L/240 <br />TLActualDefl <br />L/>1000 <br />ILL Max Defl <br />L/360 <br />LLActualDefl <br />L/>1000 <br />Section (in3) <br />Shear (in2) <br />TL Defl (in) <br />ILL Defl <br />306.28 <br />111.38 <br />0.00 <br /><0.01 <br />8.03 <br />3.64 <br />0.29 <br />0.19 <br />OK <br />OK <br />OK <br />OK <br />3% <br />3% <br />1% <br />1% <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 />2760 <br />276 <br />1.8 <br />650 <br />Cv Volume <br />1.000 <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 = 1285 R2 = 1285 <br />SPAN = 5.75 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />