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Spotz Kilchen Floor Beam <br />Kitchen Dale:1/25/OS BeamChek2.2 <br />Choice L 314x 9 GLB 16F-V3 DF/DF _ _BASE Fb =1600 ADJ Fb =1600 <br />Conditions <br />B1tnt�utes <br />Actual <br />Critical <br />Status <br />Ralio <br />Min Bearing Area <br />Beam Span <br />Beam Wt per fl <br />Beam Weight <br />Max Momenl <br />TL Max Defl <br />LL Max Defl <br />118.13 <br />70.75 <br />OK <br />60% <br />R1= 4.3 in' R2= 4.3 in' DL Defl <br />15.5 ft Reaction 1 2435 # <br />19.14 # Reaction 2 2435 # <br />297 # Maximum V 2435 # <br />9434'# Max V (Reduced) 2199 # <br />L/ 240 TL Actual Defl L I 364 <br />L/ 360 LL Actual De11 L I 635 <br />Shear (in') TL De0 {in) _ LL Dell_ <br />78.75 0.51 0.29 <br />17.36 0.77 C.52 <br />OK OK OK <br />22% 66% 57°/a <br />0.22 in Suggested Camber 0.33 i�� <br />V.ali�es Base Values 1600 <br />Base �djusled__ 1600 <br />Q�ijustmenfs Cv Volume 1.000 <br />Cd Duralion 1.00 <br />Cr Repetitive <br />Ch Shear Stress <br />Cm Wel Use <br />Fv p; <br />190 <br />190 <br />1.00 <br />Reaction 1 LL 1395 # <br />Reaction 2 LL 1395 # <br />E (psi x mil _ Fcl (psi) <br />1.5 — 560 -------� <br />1.5 560 <br />I <br />BeamChek has aulomatically added the beam self-weighl into Ihe calculations. <br />Loads Un�form TL: 295 = A Uni(orm LL 180 <br />i __ - - - - ---i <br />_ UniformLoad A __ _� <br />�- --_. ---. -. -.._-- . <br />------- - - ---- - — <br />----------------- ------ <br />�_. --- ..__I <br />� ---------- ..'\ <br />R1 = 2435 R2 = 2435 <br />SPAN = 15.5 FT <br />Uniform and partial uniform loads ar� Ibs per lineal fl. <br />