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PLAN t 690 <br /> BeamChek v20771icensed to:Michael Johnson Reg# 799&66428 <br /> PLAN169� HALL <br /> &3 �ate 225/�4 <br /> Selection (3)2a '12 0E-L N2 W= �A Ft <br /> Conditions NDS 2��5 <br /> MinBearingArea R�=45in" R2=421n" (t5) �L�efl= �.�71n <br /> Data Beam Span 9.5 ft Reaction 1 LL 19��# Reaction 2 LL 19��# <br /> Beam Wt per ft 12.3 # Reaction 1 TL 2812# Reaction 2 TL 2654# <br /> Bm Wt InGuded 117# Maximum V 28�2# <br /> Max Moment 6878'# Max V(Reduced) 2332# <br /> TL Max �efl U 24� TL Actual �e9 U 751 <br /> LLMax �efl U36� LLActual �efl U»��� <br /> ABnbutes Secfio�ln'Z _ Shear in� TL�efl In) LL�efl <br /> Actual 94.92 5�.63 �.15 o.os � <br /> Critical 917� �9.43 �.48 �.32 <br /> Status OK OK OK OK <br /> Ratio 97% 38% 32% 27% <br /> Fb si Fv si E sl x mll Fc I si <br /> Values Reference Values 9�� 18� 1.6 625 <br /> Ad usted Values 9�� 18� 1.6 625 <br /> Adiustments CF Size Factor i.000 <br /> cd o�ratioo i.00 too <br /> cr Repeta��e i.00 <br /> Ch ShearStress N/A <br /> cm wet use too i.00 too i.00 <br /> ascaouny i.0000 Ro=o.00 �e= o.00Fc <br /> � coads uo�form ��:aoo uo�formTceoo =n <br /> I PointTL oistance <br /> B=6�� 35 <br /> �..U� nifortn Load A I <br /> Ptloads � U � <br /> 0 0 <br /> R� =28�2 R2=2654 <br /> SPAN= 9.5 Ff <br /> Unifortn and partial uniform loads are Ibs per lineal tt. <br />