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; <br /> � ( � <br /> BeamChek v20061icensed to:Architectural Design Associates PS Reg#5234-65425 <br /> Mike Davis Atldition#29015 deck beam <br /> Bm#B _Date: 3I10/09 <br /> -------------------- ------ i <br /> Selection � 4x 8 HF#2 Lu=0.0 Ft <br /> ------- .— -- - � <br /> Condifians NDS 2001 <br /> M�r�tsearing Area _ R1=3.0 in' R2=3.0 in' _ _ __ _ _ _ <br /> Data � Beam Span 7.0 ft <br /> IBeam Wt per ft 6.17# Reaction 1 TI_ 1215# Readion 2 TL 1215# <br /> I Bm Wt Included 43# Maximum V 1215# <br /> I Max Moment 2126'# Max V(Reduced) 1005# <br /> �, TL Max DeFl L/240 TL Actual Defl L/648 ' <br /> I--- - --- -- <br /> Attdbutes Section in')_ Shear(in�__TLDeFl{in)________ ______ <br /> Actual 30.66 25.38 0.13 <br /> Crilical 23.09 10.05 0.35 <br /> Status OK OK OK � <br /> ROtio 75% 40% 37% __ ___.__ . , <br /> Fb(psi)__Fv(psi)__E(psi x miq__ _ Fc�(psi) <br /> Values � Base Values 850 150 1.3 405 <br /> Base Adjusted 1105 __ __. 150 _____1 3_____405 ___ __ ; <br /> Adiustments CF Size Faclor 1.300 <br /> � Cd Duration 1.00 1.00 ; <br /> ' Cr Repetitive 1.00 <br /> lCh Shear Stress N/A <br /> i Cm Wet Use 1.OD 1_00 L00 1_0_0 ______ _ .. . ; <br /> I CI Stability -- 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 '�. <br /> I� ---- <br /> Loads Uniform TL: 341 =A <br /> �a-WC� [��t�9f/J��' <br /> D��: ADSTS <br /> ^ IZIStIZi` <br /> � - Z��� <br /> � ���_ <br /> - -- - -- -- _. . - - ��0.x�� p�C" <br /> Uniform Load A <br /> -_-_ <br /> - - - ----- � <br /> - --- ---- <br /> — ------ —. <br /> --- —-- i <br /> .__\ <br /> R1�= 1215 R2=1215 <br /> SPAN=7 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> i � � <br /> � / <br />