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I� �Z��—r�c Z— <br />BeamChek v20061icensed (o: Aichitectural Design Associafes PS Reg # 5234-65d25 <br />Nielsen roof beam door header <br />BMft1 Dale: 10/02/12 <br />Seleclion 4x 8 HF #2 Lu = 0.0 Ft <br />Conditions NDS 2001 <br />Min Bearing Area R1= 4.2 in' R2= 4.2 in' <br />D afa Beam Span 3.0 ft <br />Beam Wt per ft 6.17 # Reacticn 1 TL 1669 # Reaction 2 TL 1689 # <br />Bm Wt Included 18 # Ma umum V 1689 # <br />Max Moment 2527'# Maz V(Redured) 1686 # <br />TL Max Defl L/ 240 TL Actual Defi L I>1000 <br />Affn6utes Section (in') Shear (in') TL Defl (in) <br />Actual 30.66 25.38 0.02 <br />Critical 27A4 16.86 OJ5 <br />Slatus OK OK OK <br />Ratio 89'o 66% 15?�0 <br />Values Base Values <br />Base Adjusted <br />Adiusfinents CF Size Faclor <br />Cd Dural�on <br />Cr Repetitive <br />Ch Shear Stress <br />Cm Wet Use <br />CI Stability <br />Loads <br />Point TL <br />8 = 33G0 <br />Pt loads <br />R1 = 1689 <br />Fb (psi) Fv (psi) E(psi x mil) Fc I(p;i)___ __ <br />850 150 ?.3 405 <br />1105 150 1.3 405 _ _ <br />t .300 <br />1.00 1.00 <br />1.00 <br />NIA <br />�.00 i.on � oo �.00 <br />1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />Distance <br />1.5 <br />[3 <br />R2 = 1689 <br />SPAN = 3 FT <br />Uniforrn and partial unifonn loads are Ibs per lineal ft. <br />5537 REGISiERED <br />� ARCHITECT <br />THOAMS <br />/ <br />Z <br />