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PLAN 2203 <br /> BeamChek v2011licensed to:Michael Johnson Reg#7992-66428 <br /> PLAN 2203 PORCH <br /> B-7 �ate:2/26/t4 <br /> Selection [4z 12 DF-L k2 W =0A Ft <br /> Conditions NOS 2005 <br /> M7nBeanngArea Rt=tA7n� R2=tAin" (L5) �L�efl= Q26in <br /> Dafa BeamSpan t9Aft ReactiontLL 475# Reaction2LL 475# <br /> Beam Wt per ft 9.57# Reaction t TL 85t # Reaction 2 TL 85t # <br /> Bm Wt Included t82 # Macimum V 85t # <br /> MacMoment 4042'# MaxV(Reduce� 767# <br /> TLMax�efl L/240 TLActual �efl L/473 <br /> LLMac�efl L/360 LLActual �efl L/>t000 <br /> attributes sec�ion �n� snear(nry T�oefl qnZ ��oefl _ <br /> Actual 73.83 39.38 OA8 022 � <br /> Critical 48.99 6.39 0.95 0.63 <br /> Status OK pK OK OK <br /> Ratio 66% t6% 5t% 35% <br /> Fb si Fv si E si x mil Fc I si <br /> Values I Reference Values 900 t80 t.6 625 <br /> Ad'ustedValues 990 t80 t.6 625 <br /> Adiustments I CF Size Factor t.t00 <br /> Cd �uration t.00 t.00 <br /> . Cr Repetitive t.00 <br /> i Ch ShearStress N/A <br /> CmWetUse tA0 tA0 t.00 tA0 <br /> ICI Stability t.0000 Rb =0.00 Le=OAO Ft , <br /> Loads UniformLL'.50 UniformTL80 =A <br /> Uniform Load A I <br /> 0 � <br /> R'I =85'I R2 =85'I <br /> SPAN = t9 Ff <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />