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Co�c�-ca � <br />BeamChek v20071icensed to: Doug Wdliams Reg # 9077-2098 <br />Beeson Garage 3050 hdr <br />Selection <br />Conddions <br />Dafa <br />Aftributes <br />Actual <br />Critical <br />Status <br />Ratio <br />Va/ues <br />Adiusfinenfs <br />4x 8 HF #2 <br />NDS 2001 <br />Min Bearing Area <br />Beam Span <br />Beam Wt per ft <br />Bm Wt Included <br />Maz Moment <br />TL Max Defl <br />LL Max Defl <br />9.60 <br />OK <br />31% <br />Reference Values <br />CF Size factor <br />Cd Duretion <br />Cr Repetilire <br />Ch Shear Stress <br />Cm Wel Use <br />CI Stabiliry <br />Date: 5l23/09 <br />Lu = 0.0 Ft <br />R1= 2.9 in' R2= 2.9 in' (1.5) DL Defl= <0.01 in. <br />3A ft Reaction 1 Ll 870 # <br />6.17 # Reaction 1 TL 1179 # <br />78 # Maximum V 1179 # <br />884'N Maz V (Reduced) 704 # <br />L I 240 TL Actual Defl L/>1000 <br />L! 360 LL Actual Defl L/» 000 <br />Shear (in') TL Defl (in) LL DeA <br />25.38 0.01 <0.01 <br />7.04 0.15 0.70 <br />OK OK OK <br />28% B% 7% <br />Fb (psi) Fv (psi) E(psi x mi <br />850 150 1.3 <br />1.300 <br />1.00 1.00 <br />1.00 <br />NIA <br />Reaction 2 lL <br />Reaction 2 TL <br />1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />405 <br />810 # <br />1179 # <br />Loads Uniform LL: 300 Uniform TI � 480 = A <br />Par Unif LL Par Unif TL Start End <br />240 H= 300 0 3.0 <br />H <br />Uniform Load A <br />� � <br />R1 = 7179 R2 = 1179 <br />SPAN = 3 FT <br />Unilorm and partial uniform loads are Ibs per lineal ft. <br />��� � t� I � S� �'� Q� Q Crt (�� <br />� <br />