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u <br />BeamChek v20051icensed to: Desi <br />Sherlock Garage <br />M-01 <br />Se/ection 4z 10 DF-L N2 <br />Condifions NDS 2001 <br />D� <br />Min Bearing Area <br />Beam Span <br />Beam Wtperfl <br />Bm Wt Included <br />Max Moment <br />TL Max Detl <br />LL Max Defl <br />A ribufes eG1ioR(� <br />Actual 49.91 <br />Critical 34.42 <br />Status OK <br />Ratio 69% <br />Values Base Values <br />Base Ad'usted <br />Adiustments CF Size Factor <br />Cd Duralion <br />Cr Repetitive <br />Ch Shear Siress <br />Cm We� Use <br />CI Stability <br />Garage doorheader <br />Prepared by: DP Date: 8/26/09 <br />Lu = 0.0 Ft <br />Rt= 1.4 inz R2= 1.4 inz DL De(I 0.19 in <br />14.5 ft Reaction 1 LL 363 # Reaction 2 LL <br />7.87 # Reaction 1 TL 855 # Reaction 2 TL <br />114 # Maximum V 855 M <br />3098'k Max V (Reduced) 764 # <br />L/ 240 TL Actual Dell L/ 538 <br />L/ 360 LL Actual Defl L/>1000 <br />32.38 0.32 0.13 <br />6.36 0.73 0.48 <br />OK OK OK <br />20% 45% 28% <br />Fb (psi) Fv (psi) E(psi x mil) Fc � <br />900 180 1.6 625 <br />1080 180 1.6 625 <br />1200 <br />1.00 1.00 <br />1.00 <br />N/A <br />1.00 1.00 1.00 t.00 <br />1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />363 ft <br />855 # <br />Loads Uniform LL: 50 Uniform TL: 70 = A <br />�__ Par Unif TL Start End � <br />H = 40 0 14.5 <br />r------ H _� <br />` ---- <br />� Uniform Load A <br />0 � <br />Rt = 855 R2 = 855 <br />SPAN = 14.5 FT <br />Uniform and partial unilorm loads are Ibs per lir�eal ft. <br />_Q�� <br />