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0 <br />• <br />• <br />BeamChek v2018 licensed to: RAD Design Reg # 5234-65712 <br />SORIANO ROOF BEAM <br />Date: 11/11/21 <br />Selection 8-3/4x 15 GLB 24F-V4 DF/DF Lu = 0.0 Ft <br />Conditions NDS 2015 <br />Min Bearing Area R1= 13.6 in' R2= 10.2 in' (1.5) DL Defl= 0.59 in Recom Cambe—0.89 in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />Beam Span <br />20.5 ft <br />Reaction 1 LL <br />3182 # Reaction 2 LL 2375 # <br />Beam Wt per ft <br />31.89 # <br />Reaction 1 TL <br />8813 # Reaction 2 TL 6661 # <br />Bm Wt Included <br />654 # <br />Maximum V <br />8813 # <br />Max Moment <br />35113'# <br />Max V (Reduced) <br />6973 # <br />TL Max Defl <br />L / 240 <br />TL Actual Defl <br />L / 304 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / >1000 <br />Section in3 <br />Shear(in') <br />TL Defl in <br />LL Defl <br />328.13 <br />131.25 <br />0.81 <br />0.22 <br />188.93 <br />43.58 <br />1.03 <br />0.68 <br />OK <br />OK <br />OK <br />OK <br />58% <br />33% <br />79% <br />32% <br />Fb(psi) <br />Fv(psi) <br />E(psi x mil <br />Fc! <br />Reference Values <br />2400 <br />240 <br />1.8 <br />650 <br />Adjusted Values <br />2230 <br />240 <br />1.8 <br />650 <br />Cv Volume <br />0.929 <br />Cd Duration <br />1.00 <br />1.00 <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 />CI Stability <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />Loads Uniform LL: 225 Uniform TL: 600 = A <br />Par Unif LL Par Unif TL Start End <br />315 H = 840 0 3.0 <br />H <br />Uniform Load A <br />0 <br />R1 = 8813 R2 = 6661 <br />SPAN = 20.5 FT <br />Uniform and partial uniform loads are Ibs per lineal ft. <br />