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--_ - - --------- - - <br /> BeamChek v20061icensed fo..Archifectural Design Associates PS Reg#5234-65425 <br /> 4027 Friday Ave. door hdr <br /> Bm#4 Date 1107/10 <br /> Selection 4x 4 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2001 <br /> Min Bearing Area R1=0.5 in' R2=0.5 in' <br /> Data Eeam Span 3.0 ft <br /> Bc.�n Wt per ft 2.98# Reaction 1 TL 184# Reaction 2 TL 184# <br /> Bm W� Included 9# Maximum V 184# <br /> Max Mnment 138'# Max V(Reduced) 149# � <br /> TL Max Defl L/240 TL Actual Defl L/>1000 � <br /> Attnbufes Section (in') Shear(in') TL Defl(in) � <br /> Actual 7.15 12.25 0.01 --- <br /> Crilical 1.30 1.49 0.15 <br /> Status OK OK OK <br /> Ratio 18% 12°/, g�/a <br /> Fb(psi) _ Fv(psi) E (psi x mil) Fc I (psi) <br /> Values ; Base Values 850 150 1.3 405 <br /> Base Ad'usted 1275 150 1.3 405 � <br /> Adiustments CF Size Factor 1.500 —� <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 I <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00-- � <br /> iCI Stability 1.00D0 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> Loads Uniform TL 120 =A <br /> Uniform Load A <br /> R 84 -------RQ 4 <br /> SPAN=3 FT <br /> Uniform and partial uniform loads are Ibs per lineal fl. <br /> � <br /> �i� ) <br />