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� � � PLAN 2203 <br /> BeamChek v20111icensetl to: Michael Johnson Reg# 7992-66428 <br /> PLAN 2203 BEDROOM TWO <br /> RB-1 Date: 2/26/14 <br /> Selection � 4a 8 DP-L p2 W=0.0 Ft I <br /> Contlitions NDS 2005 <br /> ' Min eearing Area R1=2.6 in' R2=2.6 in' (L5) DL Detl= 0.03 in <br /> Data eeam Span 5.0 ft Reaction 1 LL 1000# Reaction 2 LL 1000# <br /> eeam Wt per tI 6.P # Reaction 1 TL 1615# Reaction 2 TL 1615# <br /> Bm Wt Included 31 # Maximum V 1615# <br /> Max Momem 2019'# Max V(Reduced) 1225# <br /> TLMaxDetl U240 TLActualDetl U988 <br /> LLMaxDetl U360 LLActualDefl U>1000 <br /> Attnbutes Section (in') Shear�n� TLDetI (n� _ _ LLDetI � <br /> Actual 30.66 25.38 0.06 0.03 <br /> Critical 2071 1021 025 0.17 <br /> Status OK OK OK OK <br /> Ratio 68% 40% 24% 18% <br /> Fb si Fv si E si x mil Fc.� si <br /> Values I Reterence Values 900 180 1.6 625 <br /> I Ad'usted Values 1170 180 1.6 625 <br /> Atliustments i CF Size Factor 1.300 <br /> � Cd Duration 1.00 1.00 <br /> i Cr Repetitive 1.00 <br /> i Ch Shear Stress N/A <br /> � � C�Wet Use 1.00 1.00 �.00 1.00 <br /> � G Stability 1.0000 Rb= 0.00 Le=0.00 Ft <br /> Loads Unitorm LC 400 Unitorm TC 640 =A <br /> Unitorm Load A I <br /> .— . __ _ _ --- --� <br /> 0 0 <br /> R1 = 1615 R2 = 1615 <br /> SPAN =5 FT <br /> Unitorm and partial unitorm loads are Ibs per lineal ft. <br />