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BeamChek v2018 licensed to: WOODWAY HOMES INC Reg # 8101-1582 <br />GOOD HOUSE WINDOW HEADER <br />LIVING ROOM Date: 7/29/20 <br />Selection 4x 10: HF #2 Lu = 0.0 Ft <br />Conditions NDS 2015 <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />1/atues <br />Adiustments <br />Loads <br />Mm hearing Area R1= 4.3 in2 R2= 4.3 in2 (1.5) DL Defl= 0.06 in <br />Beam Span <br />8.25 fit <br />Reaction 1 LL <br />1238 # Reaction 2 LL 1238 # <br />Beam Wt per ft <br />0 # <br />Reaction # TL <br />1733 # Reaction 2 TL 1733 # <br />Bm; Wt Included <br />0 # <br />Maximum V <br />1733 # <br />Max Moment <br />3573 '# <br />Max V (Reduced) <br />1409 # <br />TL Max Deft <br />L / 240 <br />TL Actual Deft <br />L / 595 <br />LL Max Deft <br />L / 360 <br />LL Actual Deft <br />L 1952 <br />Section (in3) <br />Shear (in2) <br />TL Deft (in) <br />LL Defl <br />49.91 <br />32.38 <br />0.17 <br />0.10 <br />36.56 <br />12.25 <br />0.41 <br />0.28 <br />OK <br />OK <br />OK <br />OK <br />73% <br />38% <br />40% <br />38% <br />Fb (psi). <br />Fv (psi) E(psi x mil) <br />Fc l(psi) <br />Reference Values <br />850 <br />150 <br />1.3 <br />405 <br />Adjusted Values <br />1173 <br />173 <br />1.3 <br />405 <br />CF Size Factor <br />1.200 <br />Cd Duration <br />1.15 <br />1.15 <br />Cr Repetitive <br />1.00 <br />Gh 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 = 0.00 <br />Le = 0.00 Ft <br />Uniform LL: 300 <br />Uniform TL: 420 = A <br />Uniform Load A <br />Q <br />R1 = 1733 R2 = 1733 <br />SPAN =8.25FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />6417 <br />01" c: <br />STATE Or <br />