Laserfiche WebLink
Design Lines,lnc. <br />/A'IGllC7 ttG71 <br />I CC>q r� -ca-G <br />, <br />t i� .�. �Si �r�e_ c>a� �/ <br />BeamChek v2.4 lcensed fo: Duane Rowett Reg # 2308-6425F <br />_. . .. .. . . _-----Plan-0750-6hSIC----__..-----6ont�deckbeam.(worstcase)-- - . <br />Prepared by. JCR Date: 2/07/06 <br />Selection 6x 10 HF 82 Lu = 0.0 Ft Lu @ OH = 0.0 Ft <br />Conditions <br />Data <br />Attributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Values <br />Overhang, Wet Use, NDS'97 <br />Min Bearing Area R�= 3.8 ir� R2= 4.5 i� DL Defl 0.04 in <br />Beam Span 11.0 ft Reac6on 1 LL 764 # Reaction 2 LL <br />Beam Wt per t[ 12.7 # Reacfion 1 TL 1024 # Reaction 2 TL <br />Bm Wt Included 152 # Maximum V 1041 # Overhan� Length <br />Max Moment 2788 Yt Max V(Reduced} 892 # Total Beam Length <br />TL Max Defl L/?90 TL Actual Defl L/ 943 OH TL Actual Defl <br />LL Max Deil L/ 360 LL F.dual Defl L/>1000 OH LL Actual DeFl <br />Section (in') Shear (i�) 7L Defl (in) LL Defl OH TL Defl C <br />82.73 52.25 � 0.14 0.10 -0.04 . <br />49.56 79.12 0.55 D.37 0.10 <br />OK OK OK OK OK � <br />60% 37% 25% 28% 47% <br />Fb (psi) Fv (psi) E(psi x mil) Fc I(psi) <br />Base Values 675 70 1.1 405 <br />Rase Adiusted 675 70 1.1 271 <br />Adiustments CF Size Factor 1.000 <br />Cd Duration 1.00 <br />Cr Repetitive 1.00 <br />Ch Shear Stress <br />Cm Wet Use 1.OD <br />CI Stability 1.0000 <br />CI Stability @ OH 1.0000 <br />1.00 <br />1.00 <br />i.00 �.00 o.s� <br />Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />Rb=0.00 Le�OH=0.00F1 <br />140 UnitortnTL:175 =A (Ur <br />Par Unif L� Par Un'rf TL <br />1M K -'17F IC'1H1 <br />916 # <br />1229 # <br />1.0 ft <br />12.0 ft <br />L/581 <br />L/778 <br />-0.03 <br />0.07 <br />OK <br />46% <br />StaA Ei <br />0 1 <br />R1 = 1D24 R2 = 1229 <br />BACKSPAN = 11 FT OH = 1 FT <br />Unitorm and partial uniform loads are Ibs per lineal R Overhanging load distances are from R2. <br />