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i <br />BeamChek 142018 licensed to- WOODWAY HOMES INC Reg # 8101-1582 <br />GOOD HOUSE GARAGE HEADER <br />Selection <br />Conditions <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />Loads <br />Date: 7/29/20 <br />5.1/8x 13-1/2 GLB 24F.V4 DF/DF Lu = 0.0 Ft <br />NDS 2015 <br />Min Bearing Area R1= 6.1 in2 R2= 6.1 in2 (1.5) DL Defl_ 0.17 in Recom'Camber= 0.26 in <br />Beam Span <br />16.25 ft <br />Reaction 1 LL <br />2844 # Reaction 2 LL 2844 # <br />Beam Wt per ft <br />0 # <br />Reaction 1 TL <br />3981 # Reaction 2 TL 3981 # <br />Bm Wt included <br />0 # <br />Maximum V <br />3981 # <br />Max Moment <br />16174 # <br />Max V (Reduced) <br />3430 # <br />TL Max Dell <br />L 1240 <br />TL Actual Def) <br />L 1420 <br />LL Max Deff <br />L / 360 <br />LL Actual Defl <br />L / 673 <br />z5ection(in;,) <br />Shear (in2 <br />TL.Defl (in) <br />LL Deff <br />155.67 <br />69.19 <br />0.46 <br />0.29 <br />70.32 <br />18.64 <br />0.81 <br />0.54 <br />OK <br />OK <br />OK <br />OK <br />45% <br />27% <br />571% <br />54% <br />Fb (psi) <br />Fv (psi) <br />E (psi x mil) <br />Fc t psi <br />Reference Values <br />2400 <br />240 <br />1.8 <br />650 <br />Adjusted 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 <br />Rb = 0.00 Le = 0.00 Ft <br />uniform LL: 350 Uniform TL: 490 = A <br />Uniform Load A <br />0 <br />Rl 3981 R2 = 3981 <br />SPAN =16.25 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />6417 t—ggG s <br />Draw C <br />Anm of <br />