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BeamChek v2016 licensed to:Creative Comfort Reg#104-61 <br /> Sisk Residence Porch: Beam <br /> MF BM-04 Prepared by:VED II Date: 1/03/18 <br /> Selection 6x 8 HF#1 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=1.3 in2 R2=1.3 in2 (1.5) DL Defl= 0.26 in <br /> Data Beam Span 14.0 ft Reaction 1 LL 274# Reaction 2 LL 274# <br /> Beam Wt per ft 10.02# Reaction 1 TL 519# Reaction 2 TL 519# <br /> Bm Wt Included 140# Maximum V 519# <br /> Max Moment 3389'# Max V(Reduced) N/A <br /> TL Max Defl L/240 TL Actual Defl L/358 <br /> LL Max Defl L/360 LL Actual Defl L/789 <br /> Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl <br /> Actual 51.56 41.25 0.47 0.21 <br /> Critical 41.71 5.56 0.70 0.47 <br /> Status OK OK OK OK <br /> Ratio 81% 13% 67% 46% <br /> Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) <br /> Values Reference Values 975 140 1.3 405 <br /> Adjusted Values 975 140 1.3 405 <br /> Adjustments CF Size Factor 1.000 <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 /> Point LL Point TL Distance <br /> 547 B=898 7.0 <br /> Pt loads: B <br /> R1 =519 R2=519 <br /> SPAN= 14 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br />