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. � � �- <br /> BeamChek v20061icensed to:Architecfural Design Associates PS Reg#5234-65425 <br /> Mike Davis Addition#29015 Porch Beam <br /> Bm#C Date:3110/09 _ <br /> Selection r (3)2x 10 HF#2 Lu=0.0 Ft ; <br /> I ---- --— -- <br /> Conditions NDS 2001 <br /> Min Bearing Area R1= 1.5 in' R2= 1.5 in' _ _____ _ __ <br /> Data Beam Span 7.5 fl I <br /> Beam Wt per ft 10.11 # Reaclion 1 TL 619# Reaction 2 TL 619# � <br /> Bm Wt Included 76# Maximum V 619# <br /> Max Moment 1161 '# Max V(Reduced) 492# i <br /> TL Max Defl L/240 TL Actuai Defl L/>1000 <br /> � — — - — --- ------. I <br /> Attnbutes Section(in'� Shear in')_ TL Defl inL____ <br /> Actual 64.17 41.63 0.03 I <br /> Critiral 14.90 4.92 0.38 i <br /> Status OK OK OK <br /> Ratio 23% 12% 8% _ I <br /> Fb(psi) Fv(psi)_ E(psi x miq Fc1(psi) _ <br /> Values Base Values 850 150 1.3 405 'I <br /> Base Adjusted_,_ 935 __150 _ 1.3 ___._405__ __. ' <br /> Adiu; ients CF Size Faclor 1.100 j <br /> Cd Duration 1.00 1.00 I <br /> Cr Repetitive 1.00 �i <br /> Ch Shear Stress NIA <br /> Cm WetUse 1,00 1.00 1A0 1_00 __ ______ ; <br /> CI Sta�ility 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 � <br /> __ _ I <br /> — -----------— <br /> Loads Uniform TL: 155 =A ��,�,c�— �y-�p ,, �( � <br /> I W�.�.Jt `V I`IiVT' ' <br /> �N�O ��f. <br /> 6lRt6la = . <br /> � I 2�3D� <br /> ��� <br /> I�� li <br /> - - - -- - -- - ---- - <br /> � Uniform Load A . _ ] �2 X�2-�� ��' • <br /> __ _-- - <br /> _._-- - - --_ . _.__ _._ —_..---� <br /> � -- -- -- — — —� <br /> ;�\ <br /> R1 =519 R2=619 <br /> SPAN=7.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br /> l L, <br /> ; � , <br />