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SCHARPING <br />Selection <br />CondRions <br />Dafa <br />Attnbules <br />AUual <br />Critical <br />Status <br />Ratio <br />� Design Lines, Inc. C�(�(_ O�'J <br />(4251 353053'I <br />BeamChek v20051icensed fo: Design Lines Reg # 2308-64256 <br />CRAWL SPACE BEAM <br />Prepared by: JCR ^��te: 821lOB <br />4x 8 DF-1 #2 �u = 0.0 Ft <br />NOS 2001 <br />..:., ce�a,.,, e�on a�- � 7 in� R7= 2] in' R Defl 0.02 in <br />B�am Span <br />Beam Wl per fl <br />Rm Wl Included <br />Maz Moinenl <br />TL Max Detl <br />LL Maz Defl <br />30.66 <br />26.27 <br />OK <br />66% <br />Values Base vawes <br />Base Ad'usted <br />Adiustmenls CF Size Factor <br />Cd Duration <br />Cr Repetilive <br />�Ch Shear Stress <br />Cm Wet Jse <br />� G Slability <br />Loads <br />6.0 ft ReaAion 1 LL 1350 fF Readion 2 LL <br />6.17 # Readion 1 TL 7707 # Reaction 2 TL <br />37 # Ma�nmum V 1707 # <br />2561 YI Max !� (Reduceci; 13�:4 # <br />L/ 240 TL Aduat De!1 l i I'. <br />L/360 LLAdualDefl L/?%7 <br />11.36 <br />OK <br />45°h <br />1.300 <br />1.00 <br />1.00 <br />_DSn WU �w'e <br />0.09 0.07 <br />0.30 020 <br />OK OK <br />31 °h 37°/a <br />Fv (pa) E (psi x <br />180 1.6 <br />180 1.6 <br />1.00 <br />N/A <br />1.00 1.00 1.00 <br />1.0000 Rb = 0.00 Le = 0.00 Fi Kbe = 0.0 <br />Unitorm LL: 450 Unifortn TL: 563 = A <br />r �• I 1 <br />I ,�tt,� '��� 1 I>l;,P CnI�J <br />I Undortn Load A --� <br />�-- - -- ----- - � <br />� Rz = no � <br />R1 = 7707 <br />SPAN = 6 FT <br />Uni(omi and paAial uni(orm ioads are Ibs per lineal fl. <br />1350 ft <br />1707 # <br />