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Spotz Kilchen <br />Hall <br />Choice <br />Conditions <br />Floor Beam <br />4x8 HF�l2 <br />Dale: 1125105 BeamChek 2.2 <br />BASE Fb = tl5U AUJ fD = 7lUJ <br />'97 NDS <br />Min Bearing Area R1= 32 in' R2= 3.2 in' DL Defl <0.01 in. <br />D�tB Beam Span <br />eeam Wlper(� <br />Beam Weight <br />Max Moment <br />TL Max Dell <br />LL Max Deli <br />4A ft <br />6.17 # <br />25 # <br />1292'# <br />L/240 <br />L1360 <br />Reaclion 1 1292 # <br />Reaclion 2 1292 # <br />Maximum V 1292 # <br />Max V (Reduced) 902 # <br />TL Actuai Defl L / >1000 <br />LL Aclual De'I L I>1000 <br />n i Seclion (in') Shear in' TL De0_L) LL Defl <br />Aclual 30.66 25.38 0.03 0.02 <br />Critical 14.03 18.04 0.20 0.13 <br />Status OK OK OK OK <br />Ratio 46% 71% 13% 12°/a <br />Fb (psi Fv�psi� E(psi x mil) <br />Values Base Values E150 75 1.3 <br />Basc Adjusted 1105 75 1.3 <br />Adjustmenl§ CF Size Faclor 1.300 <br />Cd Duration 1.00 <br />Cr Repelitive <br />Ch Shear Stress <br />Cm Wel Use <br />1.00 <br />Reaction 1 LL <br />Reaclion 2 LL <br />Fcl <br />405 <br />BeamChek has aulomatically added the beam self•weight into the calcululions. <br />Luacls Uniform TL: 640 = A Uniform LL� 400 <br />�_ ___ _ _ Uniform Load A _ ____ I <br />� --- -- —.------ — — ._�. <br />R1 = 1292 R2 = 1292 <br />SPAN = 4 FT <br />Uniform and partial uniform loads are Ibs per lineal (l. <br />BDO # <br />800 # <br />1 <br />