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Megenity Deck <br />Selecfion <br />Condifions <br />Data <br />_- -- -- -------- --- - -- ---- -- <br />BeamChek v20041iconsed ro: Dosigen Consultenfs Reg A 810.105 _ <br />� - ---- ---' -- -- -- — --- -------- - <br />— - --- <br />Existing Cent <br />�x 10 HF It2 � 16 in. oc Lu � 0 <br />Overhang, Repetitive Use, NDS 2001 <br />Min Bearing Area R1= 0.8 in' R2= 3.d in' __ <br />Beam Span t2.0 fl <br />Beam WI per ft 0# Readion 1 T� 249 fF <br />Bm Wt Included 0� Maximum V 973 # <br />Maz Momenl 1873'# Max V(Reduced) 922 # <br />TL Max Defl L/ 240 TL Adual Defl l I>1000 <br />Attnbufes Section�i <br />Actual 21.39 <br />Cntical 2024 <br />Status OK <br />Ratio 95% <br />Values Base Valu� <br />Shear (in� TL Defl (in) <br />13.88 0.02 <br />9.22 0.60 <br />OK OK <br />RFi°/n 3% <br />Date: 1/14I05 <br />.0 Ft Lu <br />Reaction 2 TL <br />Overhang Length <br />Total Beam Length <br />OH TL Actual Defl <br />OH <br />020 <br />OK <br />43% <br />Fb ( sP i) Fv (psi) E(psi x mil Fcl <br />850 150 1.3 405 <br />�[l75 150 1.3 405 <br />15'_4 # <br />2.0 fl <br />14.0 fl <br />l/555 <br />Adiustments CF Size Factor 1.100 ' <br />Cd Duration 1.00 1.00 <br />Cr Repetitive 1.15 <br />Ch Shear Slress NIA <br />Cm wet Use 1.00 1.00 t.00 1.00 _. _ <br />CI Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />CI Stability @ OH 1.0000 Rb = 0.00 Le @ OH = 0.00 Ft <br />Loads Unitortn TL: 87 = A Uniform Ld on Backs an <br />-- — ----- <br />PoiM TL Distance Par Unif TL StaA End _ <br />--- --- ---- ----� ----------------- <br />F= 840 (OH) 2.0 K= 67 (OH) 0 2.0 <br />Ptloada <br />Rt = 249 R2 = 1524 <br />BACKSPAN = 12 FT ON = 2 FT <br />Uniform and partial uniForm loads are Ibs per lineal fl. Overhanging load distances are from R2. <br />