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1 I <br /> BeamChek v2006/icensed to._Architectural Design Associafes PS Reg#52J4-65425 <br /> 4027 Friday Ave. open hdr Q stairs <br /> Bm#2 Date: 1/07/10 <br /> Selection 4x 4 HF#2 Lu=0.0 Ft <br /> Condilions NDS 2001 — — <br /> Min Bearing Area R1=0.9 in' R2=0.9 in' <br /> Data ' Beam Span 4.0 fl �. <br /> Beam Wt per fl 2.98# Reaction 1 TL 356# Reaction 2 TL 356# I' <br /> i Bm Wt Included 12 it Maximum V 356# <br /> Max Moment 356'# Max V(Reduced) 304# <br /> TL Max Dell L!240 TL Actual Defi L/762 <br /> Atfnb rtes Section pn� Shear(in') TL Defl(in) <br /> Actual 7.15 12.25 0.06 -- <br /> Critical 3.35 3.04 0.20 <br /> Status OK OK OK <br /> Ratio 47% 25% 31°/a <br /> Fb(psi) Fv(psi) E (psi x mil) Fc�(psi) <br /> L'alues Base Values 850 150 1.3 405 <br /> Base Adjusted 1275 i 5G 1.3 405 <br /> Adiustments CF Size Factor 1.500 — <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> I Cm Wet Use 1.00 1.00 1.00 7.00 <br /> CI Stabiliry 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> I <br /> Loads ---� --UniformTL: 175-= A �-- ----�— ----- -- -- <br /> i Uniform Load A <br /> i — ---_ -=_ — <br /> ��6 R 56 <br /> SPAN=4 FT <br /> Uniform and partiai uniform loads are Ibs per lineal ft <br /> �\ <br /> ,; �f> ' <br /> � <br />