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. .......... <br /> www.esg-design.com <br /> BeamChek v2023 licensed to:ESG Design Reg#2999-66483 <br /> Novak Residence Deck <br /> (E) Deck Beams Prepared by: JM Date:4/19/24 <br /> Selection PT 4x 6 HF#2 Lu =0.0 Ft <br /> Conditions NDS 2018, Incised <br /> Min Bearing Area R1= 1.4 in R2= 1.4 in' (1.5) DL Deft= <0.01 in. <br /> Data Beam Span 4.5 ft Reaction 1 LL 473# Reaction 2 LL 473# <br /> Beam Wt per ft 4.68# Reaction 1 TL 562# Reaction 2 TL 562# <br /> Bm Wt Included 21 # Maximum V 562# <br /> Max Moment 632 W Max V(Reduced) 447# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Deft L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(inz) TL DO (in) LL DO <br /> Actual 17.65 19.25 0.04 0.03 <br /> Critical 8.58 5.59 0.23 0.15 <br /> Status OK OK OK OK <br /> Ratio 49% 29% 18% 22% <br /> Fb (psi) Fv(psi) E (psi x mil) Fc 1 (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 884 120 1.2 405 <br /> Adjustments CIF 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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:210 Uniform TL: 245 =A <br /> Total Load or New sonotube = 562x 2 = 1124 1bs <br /> 11241b5 ; 1500 psf= 0.14 ft2 ... U5E 12" dia sonotube <br /> Uniform Load A <br /> Q <br /> R1 =562 R2=562 <br /> SPAN =4.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />