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PLAN 1958/2798 <br /> BeamChekv20111icensetlto: MichaelJohnson ReB# 7992-66428 <br /> PLAN 1958/2198 PORCH <br /> B-5 Date:4/02/14 <br /> Selection 7-1/8z'12GLB24F-V40F/OF Lu=OAFt � <br /> - Contlitions NDS2005 <br /> Min Beanng Area R1=47 in' R2=4]in' (1.5) DLDe9= 0.12 in Recom Camber=0.18 in <br /> �� Beam Span 10.0 ft Reaction 1 LL 1625# Readion 2 LL 1625# � <br /> Beam Wt per ft 9.11 # Reaction 1 TL 3046# Readion 2 TL 3046# <br /> Bm Wt Induded 91 # Madmum V 3046# <br /> Max Moment 7614'# Max V(Reduced) 2436# <br /> TL Mar Defl L/240 TLAclual Defl L/576 <br /> � LLMazDeFl L/360 LLAdualDefl L/>1000 <br /> Attn6utes SedionQn') Shear(i� TLDefI (in)_ LLDeFl_ _ <br /> Adual 75.00 37.50 021 0.09 I <br /> Critical 38.07 1523 0.50 0.33 <br /> itatus OK OK OK OK <br /> Ratio 51% 41% 42% 27% <br /> Fb (psi) _ Fv (psi) E (psi.mil) Fc1(psi) <br /> Ualues Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 __ 1.8 650 __ _ <br /> Atliustments Cv Volume 1.000 <br /> Cd Duretion 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch SheaBtress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stabiliry 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loods UniformLL:325 UnifarmTL: 600 =A <br /> Uniform Load A <br /> � -- — _ _ _—' — — —_ .� <br /> Ri =3046 R2=3046 <br /> SPAN =10 FT <br /> Uniform and paRial uniform loads are Ibs per lineal ft. <br />