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BeamChek v2018 licensed to: Weller Consulting Engineers, P.C. Reg # 5234-65779 <br />6531 CYPRESS STREET <br />UPPER FLOOR FRAMING <br />DBL RIM <br />Date: 7/27/21 <br />Selection <br />(2) 2x 10 HF #2 <br />Lu = 0.0 Ft <br />Conditions <br />NDS 2015 <br />Min Bearing Area <br />R1= 2.6 in2 <br />R2= 2.6 in (1.5) DL Defl= 0.02 in <br />Data <br />Beam Span <br />5.0 ft <br />Reaction 1 LL <br />538 # Reaction 2 LL 538 # <br />Beam Wt per ft <br />6.74 # <br />Reaction 1 TL <br />1042 # Reaction 2 TL 1042 # <br />Bm Wt Included <br />34 # <br />Maximum V <br />1042 # <br />Max Moment <br />1302'# <br />Max V (Reduced) <br />721 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / > 1000 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / >1000 <br />A ributes <br />Section in <br />Shear tio <br />TL Defl in <br />LL Def <br />Actual <br />42.78 <br />27.75 <br />0.03 <br />0.01 <br />Critical <br />14.53 <br />6.27 <br />0.25 <br />0.17 <br />Status <br />OK <br />OK <br />OK <br />OK <br />Ratio <br />34% <br />23% <br />12% <br />7% <br />Values <br />Adjustments <br />Fb si <br />Fv(psi) <br />: E(psi x mf <br />Fc I(psi) <br />Reference Values <br />850 <br />150 <br />1.3 <br />405 <br />Adjusted Values <br />1075 <br />173 <br />1.3 <br />405 <br />CF Size Factor <br />1.100 <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 <br />Le = 0.00 Ft <br />175 Uniform TL: 280 = A <br />H = 50 0 5.0 <br />1 = 80 0 5.0 <br />H <br />Uniform Load A <br />R1 = 1042 R2 = 1042 <br />SPAN = 5 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />