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BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 <br /> Cornelsen Fir Bm @ Truss <br /> B-02 Prepared by: KAD Date: 10/03/19 <br /> Selection 4x 10 DF-L#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=0.8 in2 R2=0.4 in2 (1.5) DL Defl= 0.06 in <br /> Data Beam Span 11.5 ft Reaction 1 LL 261 # Reaction 2 LL 139# <br /> Beam Wt per ft 7.87# Reaction 1 TL 483# Reaction 2 TL 279# <br /> Bm Wt Included 90# Maximum V 483# <br /> Max Moment 1273'# Max V(Reduced) 413# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 49.91 32.38 0.10 0.04 <br /> Critical 14.15 3.44 0.58 0.38 <br /> Status OK OK OK OK <br /> Ratio 28% 11% 18% 11% <br /> Fb (psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 900 180 1.6 625 <br /> Adjusted Values 1080 180 1.6 625 <br /> Adjustments CF Size Factor 1.200 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <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 <br /> Par Unif LL Par Unif TL Start End <br /> 50 H=84 0 8.0 <br /> H <br /> Z\ 0 <br /> R1 =483 R2=279 <br /> SPAN= 11.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> I1 <br /> (// <br />