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� <br /> �� C tUl 2-�CJ�� <br /> BeamChek v20061icensed to:Archifeciural Design Associates PS Reg#5234-65425 <br /> 2010-20 Labib Header <br /> �, Bm#� Date: 9/07110 <br /> Sr.lecfion 4x 6 HF#2 Lu=0.0 Fl <br /> Conditions NDS 2001 <br /> Min Bearing Area R1= 1.6 in' R2= 1.6 in' <br /> �rita Beam Span 6.0 fl <br /> Beam Wt per ft 4.68# ReacLon t TL 644# Reaction 2 TL 644 i� <br /> Bm Wt Included 28# Maximum V 644# <br /> Max Moment 966'# Maz V(Reduced) 546# <br /> TL Max DeA L/240 TL Aclual Defl L 1727 <br /> Ath�butes Seclion(in') Shear(in') TL Defl(in) <br /> Actual 77.65 '1925 0.10 <br /> Critical 10.a9 5.46 0.30 <br /> StaWs OK OK OK <br /> Ratio � 59°/ 28'/0 33% <br /> Pb(psi) Pv(psi) E(psi x mip Fc I (psQ <br /> Vaiues Base Values 850 150 1.3 405 <br /> Base Adjusted 1105 150 1.3 405 .. . <br /> Adiusfinenfs CF Size Facror 1.300 <br /> Cd Duralion 1.00 1.00 <br /> CrRepeuuve tA0 <br /> Ch Shear Stress NIA <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> G Stabiliry 19000 Rb=OAO Le=0 00 ft Kbe=0.0 <br /> Laads Undorm TL�. 210 =A <br /> 5537 REGISTERED <br /> ARCHITECT <br /> , ^i'.��/,�" <br /> ��J�iIES A.ThI01�MS <br /> � STATE OF WASHINGTON <br /> Umform Luad A <br /> R 1 =644 R2=644 <br /> SPAN = 6 FT <br /> 1 <br /> ��n`��n;an i �; r:.,.l unifo;m IoaJs�r� i,s {��r I�r�:�l It � <br /> � � � , , �� ; ��� � ���� r :tl- <br /> , - <br />