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www.esg-design.com <br /> BeamChek v2023 licensed to:ESG Design Reg#2999-68483 <br /> Novak Residence Patio Roof <br /> New Beam Prepared by: JM Date: 4119/24 <br /> Selection 4x 6 HF#2 Lu =&0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1= 1.4 inz R2= 1.4 in (1.5) DL Defl= 0.09 in <br /> Data Beam Span 7.75 ft Reaction 1 LL 388# Reaction 2 LL 388# <br /> Beam Wt per ft 4.68# Reaction 1 TL 561 # Reaction 2 TL 561 # <br /> Bm Wt Included 36# Maximum V 561 # <br /> Max Moment 1086 W Max V(Reduced) 494# <br /> TL Max Defl L/240 TL Actual Defl L/433 <br /> LL Max Defl L/360 LL Actual Defl L/724 <br /> Attributes Section (in') Shear(inz) TL Defl (in) LL Defl <br /> Actual 17.65 19.25 0.21 0.13 <br /> Critical 11.80 4.94 0.39 0.26 <br /> Status OK OK OK OK <br /> Ratio 67% 26% 55% 50% <br /> Fb(psi) Fv(psi) E (psi x mil) Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1.3 405 <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 /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 100 Uniform TL: 140 =A <br /> Sonotube Size for Patio ?Roof 4x4 posts <br /> 1 100lbs/ 1500 psf(soil) = O.755 111t2 — USE 12" dia mir size <br /> Uniform Load A <br /> Q <br /> R 1 =561 R2 =561 <br /> SPAN =7.75FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />