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� �Co � I- c�r� <br /> BeamChek v2005 6censed to:Design Cines, inc. Reg p 2308-64256 <br /> 5602 Comme;ciel Ave Addition Floor Joists over L�ngyR�oc ➢_ <br /> U-01 �'repared by: JSD Date: 625/O6 <br /> Seleclion (4)2z 4 HF#1 �12 in.oc Lu=0.0 Ft <br /> Conddions Repetilive Use, NDS 2001 <br /> Min Beartng Area R1=0.6 in' R2=0.6 irt' DL Detl 0.13 in <br /> Data Bcam Span 11.6 ft Readion 1 LL 174 i! Readion 2 LL 174# <br /> Beam Wt per ft 0# Reaclion 1 TL 232# Reaclion 2 TL 232# <br /> Bm Wt Inciuded 0# Maximum V 232# <br /> Max Moment 673 Yk Maz V(Reduced) 220# <br /> TL Max Defl L/240 Tl F�dual Detl L/275 <br /> LL Max De0 L/360 lL Adual Defl L/367 <br /> Attnbutes Seclion in' Shear in' TL Defl in LL De0 <br /> Actual 12.25 21.00 0.51 0.38 <br /> Crilical 4.80 2.20 0.56 0.39 <br /> Status OK OK OK OK <br /> Ratio 39% 10% 87% 98% <br /> Fb(psi Fv(psi) E( si x mil) Fc�(psi) <br /> Values Base Values 975 I50 1.5 405 <br /> Base Ad�usted 1682 150 1.5 405 <br /> Adiustments CF Size Factor 1.500 <br /> Cd Duration 1.O�J 1.00 <br /> Cr Repetitive 1.15 <br /> Cb Shear Stress N/A <br /> Cm Wet Use 1.00 1.OD 1.00 1.00 <br /> CI Stability 1.0�00 Rb=0.00 Le=0.00 Ft Kbe=D.(1 <br /> Loads Uni(orm LL:30 Uniform TL: 40 =A <br /> C�, � w� �a,x < <-�►r ) <br /> Uniform Load A <br /> R1 --�232 R�� <br /> SPAN= 11.6 FT <br /> Uniform and parlial uniform loads are Ibs per Iineal ft. <br /> Notes Use: Sleeping Room <br /> 30 pst live load per IRC Table R301.5 <br /> DF#2 or DF#7 also acceptable \ <br /> Stud Grade or HF#2 NOT ACCEPTABLE �S}'"',-c::IAL nFDF.� ����r�'�� �FR��� �� ��`'��Sl <br /> Face nail 3 new 2x4 floor joists to existing 2x4 11oor joists w/ 16d @ 15'O.C. <br /> Also add 4 new?x4 floor joists between each existing for 17'O.C. spacing <br />