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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 SUPPORT BEAM <br />OVER HALLWAY Prepared by: DCD Date: 9/15/21 <br />Selection 6x 12 HF #2 Lu = 0.0 Ft <br />Conditions NDS 2018 <br />Min Bearing Area R1= 10.8 in2R2= 10.8 in2 (1.5) DL Defl= <0.01 in. <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adiustments <br />Beam Span <br />3.5 ft <br />Reaction 1 ILL <br />2875 # Reaction 2 ILL 2875 # <br />Beam Wt per ft <br />15.37 # <br />Reaction 1 TL <br />4362 # Reaction 2 TL 4362 # <br />Bm Wt Included <br />54 # <br />Maximum V <br />4362 # <br />Max Moment <br />6967'# <br />Max V (Reduced) <br />3945 # <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 />121.23 <br />63.25 <br />0.02 <br />0.01 <br />107.70 <br />36.75 <br />0.18 <br />0.12 <br />OK <br />OK <br />OK <br />OK <br />89% <br />58% <br />11% <br />9% <br />Fb (psi) <br />Fv (psi) <br />E (psi x mil) <br />Fc 1 (psi) <br />Reference Values <br />675 <br />140 <br />1.1 <br />405 <br />Ad'usted Values <br />776 <br />161 <br />1.1 <br />405 <br />CF Size Factor <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 />Loads Uniform ILL : 300 Uniform TL: 420 =A <br />Point ILL Point TL Distance <br />4700 B = 7200 1.75 <br />Uniform Load A <br />Pt loads: <br />0 0 <br />R1 = 4362 R2 = 4362 <br />SPAN =3.5FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />