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0 0 <br />BeamGfiek u2078 ffcensed fo: WODDWAYHOME5 INC <br />Reg # 6101-1582 <br />GOOD HOUSE <br />ENTRANCE HEADER <br />- <br />AT BACK DOOR <br />Date`. 7129/20 <br />Selection <br />1.6x10 DF-L #1 <br />Lu = 0.0 Ft <br />Condtfons <br />NDS 2015 <br />Min Bearing Area <br />R1= 4.4 in2 <br />R2=4.4 in2 (1.5) <br />DL Deft= <br />0,12 in <br />Data <br />Beam Span <br />11.25 ft <br />Reaction 1 LL <br />1969 # <br />Reaction 2 LL 1969 # <br />Beam Wt per fit <br />0 # <br />Reaction 1 TL <br />2756 # <br />Reaction 2 TL 2756 # <br />Bm Wt included <br />0 # <br />Maximum V <br />2756 # <br />Max Moment <br />7752 # <br />Max V (Reduced) <br />2368 # <br />TL Max Dell <br />L / 240 <br />TL Actual Dell <br />LL/ 421 <br />LL Max Deft <br />L f 360 <br />LL Actual Deft <br />LI 674 <br />Attributes <br />Section Onl <br />Shear W <br />TL Deft (in) <br />LL Deft <br />Actual <br />82.73 <br />52.25 <br />0.32 <br />0.20 <br />Critical <br />59.92 <br />18.17 <br />0.56 <br />038 <br />Status <br />OK <br />OK <br />OK <br />OK <br />Ratio <br />72% <br />35% <br />570/. <br />53% <br />Values <br />AJasfinents <br />Loads <br />Fb (psi) <br />Fv(psi) <br />E(psi x mil <br />Fc 1(psi) <br />Reference Values <br />1350 <br />170 <br />1.6 <br />625 <br />Adjusted Values <br />1553 <br />196 <br />1.6 <br />625 <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 <br />Rb = 0.00 Le = 0.00 Ft <br />Uniform LL:350 Uniform TL: 490 =A <br />Uniform Load A <br />0 Q <br />RI = 2756 R2 = 2756 <br />SPAN = 11.25 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />5417 <br />DEAN C DARIom <br />STATE CB WASHINGTON <br />