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t <br /> 7 <br /> BeamChek v2020 licensed to:J3 ARCHITECTS LLC Reg#5234-65730 <br /> JONES DORMER RAFTER <br /> Date: 1/23/21 <br /> Selection 2x 10 HF#2 @ 24 in oc Lu=0.0 Ft <br /> Conditions NDS 2015, Repetitive Use <br /> Min Bearing Area RI= 1.3 in2 R2= 1.3 in2 (1.5)DL Defl= 0.22 in <br /> Data Beam Span 13.0 ft Reaction 1 LL 325# Reaction 2 LL 325# <br /> Beam Wt per ft 0# Reaction 1 TL 520# Reaction 2 TL 520# <br /> Bm Wt Included 0# Maximum V 520# <br /> Max Moment 1690'# Max V(Reduced) 458# <br /> TL Max Defl L/240 TL Actual Defl L/329 <br /> LL Max Deft L/360 LL Actual Defl L/625 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 21.39 13.88 0.47 0.25 <br /> Critical 16.40 3.99 0.65 0.43 <br /> Status OK OK OK OK <br /> Ratio 77% 29% 73% 58% <br /> Fb si) Fv(psi) E si x mil) Fc I (psi <br /> Values Reference Values 850 150 1.3 405 <br /> Ad'usted Values 1237 173 1.3 405 <br /> Adjustments CF Size Factor 1.100 <br /> Cd Duration 1.15 1.15 <br /> Cr Repetitive 1.15 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 50 Uniform TL: 80 =A <br /> • <br /> L Uniform Load A <br /> R1 =520 R2=520 <br /> SPAN = 13 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />