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-- � l� A 1�+� CI CCII 'GG�j <br /> _ C�iY�- G 5 <br /> -_ . _. -- -- ---- - - - - <br /> - - --- <br /> �?eamChek v20061icensed fo:Archifec(ural Design Associates PS Reg#5234•65425 <br /> .----- - --.. _.__. . .-- <br /> . . .----- — �----- ----- <br /> 4027 Frida Ave. � - <br /> Y window hdr. <br /> Bm#7 Date: 1/07I70 <br /> Selection 4x 4 HF t!2 Lu=0.0 Ft � <br /> Con itions NDS 2001 -- <br /> Min Bearing Area R1=0.8 in' R2=0.8 in' <br /> �� Beam Span 5.0 fl ! <br /> Beam Wt per tt 2.98# Reaction 1 TL 307# Readion 2 TL 307 ft I <br /> Bm Wt Included 15# Maximum V 307# <br /> Max Moment 384'# Max V(Reduced) 272# <br /> TL Max Defl L/240 TL Aclual Defl L/565 • <br /> Attnbufes Section In' Sheer in1_TL Defl(in) I <br /> Actual 7.15 12.25 0.11 � <br /> Critical 3.62 272 0.25 � <br /> Stetus OK OK OK I <br /> Ratio 51% 22% 42% I <br /> Fb(� Fv(psi) E( sp I x mil) Fcl(psi) I <br /> Values Base Values 850 150 1.3 405 � <br /> Base Ad'usted 1275 150 1.3 405 ' <br /> Adiusfinenls CF Size Factor 1.50D i <br /> Cd Duraqon 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 7 00 <br /> CI Slability 1.OG00 Rti=0.00 Le=0.00 FI Kbe=0.0 <br /> — -- --- -- -- --- <br /> Loads Uniform TL: 120 =q.....--- --- ----- � <br /> j Unilorm Load A � <br /> � <br /> Q ---- � � Q <br /> R 7 =307 R2=307 <br /> SPAN =5 FT <br /> Uniform and partial uniform loads are Ibs per tineai fl. <br /> 5537 REGISTERED <br /> ARCHITECf <br /> A A. THOMAS . <br /> STATE OF WASHINGTON <br /> �� <br /> i <br /> C�� <br />