Laserfiche WebLink
r • <br />BeamChek v2018 licensed to: RAD Design Reg # 5234-65712 <br />Soriano roof beam <br />Date: 9/28/21 <br />Selection 8-3/4x 15 GL816F-V2 HF/HF Lu = 0.0 Ft <br />Conditions N DS 2015 <br />Min Bearing Area R1= 12.4 in R2= 12.4 in (1.5) DL Defl= 0.73 in Recom Camber-- in <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Adjustments <br />Loads <br />Beam Span <br />21.0 ft <br />Reaction 1 LL <br />2205 # Reaction 2 LL 2205 # <br />Beam Wt per ft <br />31.89 # <br />Reaction 1 TL <br />6215 # Reaction 2 TL 6215 # <br />Bm Wt Included <br />670 # <br />Maximum V <br />6215 # <br />Max Moment <br />32628 '# <br />Max V (Reduced) <br />5475 # <br />TL Max Defl <br />L 1240 <br />TL Actual Defl <br />L / 254 <br />LL Max Defl <br />L / 360 <br />LL Actual Defl <br />L / 946 <br />Section in' <br />Shear W <br />TL Defl in <br />LL Defl <br />328.13 <br />131.25 <br />0.99 <br />0.27 <br />263.98 <br />42.12 <br />1.05 <br />0.70 <br />OK <br />OK <br />OK <br />OK <br />80% <br />32% <br />95% <br />38% <br />Fb(psi) <br />Fv(Psi) <br />E(psi x mil <br />FC!(psi) <br />Reference Values <br />1600 <br />195 <br />1.4 <br />500 <br />Adjusted Values <br />1483 <br />195 <br />1.4 <br />500 <br />Cv Volume <br />0.927 <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 />Cl Stability <br />1.0000 <br />Rb = 0.00 <br />Le = 0.00 Ft <br />Uniform LL: 210 Uniform TL: 560 = A <br />Uniform Load A <br />0 <br />R1 = 6215 R2 = 6215 <br />SPAN = 21 FT <br />Uniform and partial uniform loads are ibs per lineal ft. <br />