Laserfiche WebLink
ESG Design <br /> 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:4/19/24 <br /> election 4x 6 HF#2 Lu = 0.0 Ft <br /> C ditions NDS 2018 <br /> Min Bearing Area R1= 1.4 in 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'# Max V(Reduced) 494# <br /> L ax Defl L/240 TL Actual Defl L/433 <br /> L max Defl L/360 LL Actual Defl L/724 <br /> Attributes Se ion (in') Shear(in 2) TL Defl (in) LL Defl <br /> Actual 1 65 19.25 0.21 0.13 <br /> Critical 11. 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 m' Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1105 150 1 405 <br /> Adjustments CF Size Factor 1\1.00 <br /> Cd Duration 1.00 <br /> Cr Repetitive <br /> Ch Shear StressN/A <br /> Cm Wet Use 1.00 1.00 1.00 <br /> Cl Stability 1.0000 Rb-0.00 e=0.00 Ft <br /> Loads Uniform LL: 100 Uniform TL: 140 =A <br /> Sonotube Size for Patio Roof 4x4 posts <br /> 1100lbs/ 1500 psf(soil) = 0.133 ft2 ... U 12" dia min s e <br /> Uniform Load A <br /> 1 =561 R2 = 561 <br /> SPAN =7.75 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />