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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 />TYPICAL JOIST <br />Date: 7/27/21 <br />Selection <br />2x 10 HF #2 @ 16 in oc <br />Lu = 0.0 Ft <br />Conditions <br />NDS 2015, Repetitive Use <br />Min Bearing Area <br />R1= 0.4 in2 <br />R2= 0.4 in' (1.5) DL Defl= <0.01 in. <br />Data <br />Beam Span <br />5.0 ft <br />Reaction 1 LL <br />133 # Reaction 2 LL 133 # <br />Beam Wt per ft <br />0 # <br />Reaction 1 TL <br />167 # Reaction 2 TL 167 # <br />Bm Wt included <br />0 # <br />Maximum V <br />167 # <br />Max Moment <br />208'# <br />Max V (Reduced) <br />115 # <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 />Attributes <br />Section in' <br />Shear inz <br />TL Defl in <br />LL Defl <br />Actual <br />21.39 <br />13.88 <br />0.01 <br /><0.01 <br />Critical <br />2.32 <br />1.15 <br />0.25 <br />0.17 <br />Status <br />OK <br />OK <br />OK <br />OK <br />Ratio <br />11 % <br />8% <br />3% <br />3% <br />Values <br />Adjustments <br />Fb(psi) <br />Fv(psi) <br />E(psi x mil <br />Fc l(psi) <br />Reference Values <br />860 <br />150 <br />1.3 <br />405 <br />Ad usted Values <br />1075 <br />150 <br />1.3 <br />405 <br />CF Size Factor <br />1.100 <br />Cd Duration <br />1.00 <br />1.00 <br />Cr Repetitive <br />1.15 <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 />Loads Uniform LL: 53 Uniform TL: 67 = A <br />Uniform Load A <br />0 <br />R1 = 167 R2 = 167 <br />SPAN = 5 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />3/3 <br />