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CREATIVE COMFORT <br /> • <br /> Precision & Grace <br /> BeamChek v2017 licensed to:Creative Comfort Reg# 104-61 <br /> Sisk Residence Porch: Beam <br /> MF BM-02 Prepared by:VED II Date:5/13/18 <br /> Selection PT 4x 6 HF#2 Lu=0.0 Ft Lu @OH= 1.0 Ft <br /> Conditions NDS 2015, Overhang, Incised <br /> Min Bearing Area R1=1.3 in2 R2=2.2 in2 (1.5) DL Defl= 0.01 in. <br /> Data Beam Span 4.0 ft Reaction 1 LL 328# Reaction 2 LL 547# <br /> Beam Wt per ft 4.68# Reaction 1 TL 534# Reaction 2 TL 890# <br /> Bm Wt Included 23# Maximum V 605# Overhang Length 1.0 ft <br /> Max Moment 500'# Max V(Reduced) N/A Total Beam Length 5.0 ft <br /> TL Max Defl L/240 TL Actual Defl L/>1000 OH TL Actual Defl L/<-1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 <br /> Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl OH TL Defl OH LL Defl <br /> Actual 17.65 19.25 0.03 0.01 -0.02 -0.01 <br /> Critical 6.80 7.56 0.20 0.13 0.10 0.07 <br /> Status OK OK OK OK OK OK <br /> Ratio 39% 39% 14% 11% 23% 18% <br /> Fb(psi) Fv(psi) E(psi x mil) Fel(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 883 120 1.2 405 <br /> Adjustments CF Size Factor 1.300 <br /> Cd Duration 1.00 1.00 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Ci Incised 0.80 0.80 0.95 1.00 <br /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> CI Stability @ OH 0.9994 Rb=2.68 Le=1.33 Ft <br /> Loads Uniform LL: 175 Uniform IL: 280 =A (Uniform Ld on Backspan) <br /> Par Unif LL Par Unif TL Start End <br /> 175 K=280 (OH) 0 1.0 <br /> Uniform Load A K <br /> . . <br /> R1 =534 R2=890 <br /> BACKSPAN=4 FT OH= 1 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br />