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 2 Prepared by: JM Date:4/19/24 <br /> lection 4x 6 HF#2 Lu = 0.0 Ft Lu @OH = 0. Ft <br /> Co itions NDS 2018, Overhang <br /> Min Bearing Area R1= 1.4 in R2= 1.8 in (1.5)DL Defl= 0.09 in. <br /> Data Beam Span 8.0 ft Reaction 1 LL 394# Reaction 2 LL 506# <br /> Beam Wt per ft 4.68# Reaction 1 TL 570# Reaction 2 TL 732# <br /> Bm Wt Included 42 # Maximum V 588# Overhang Length 1.0 ft <br /> \MaxMoment 1120 W Max V(Reduced) 521 # Total Beam Len h 9.0 ftax Defl L/240 TL Actual Defl L/410 OH TLActual efl L/250 <br /> ax Defl L/360 LL Actual Defl L/684 OH LL Actu Defl L/417 <br /> Attributes Se 'on (in') Shear(in 2) TL Defl (in) LL Defl OH TL efl OH LL Defl <br /> Actual 1\,.�519.25 0.23 0.14 - 0 -0.06 <br /> Critical 15.21 0.40 0.27 .10 0.07 <br /> Status OK OK OK OK OK <br /> Ratio 627% 59% 53% 96% 86% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 105 150 1.3 405 <br /> Adjustments CF Size Factor 1. 0 <br /> Cd Duration 1.0 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 /L =0.00 Ft <br /> CI Stability@ OH 1.0000 Rb= 00 =0.00 Ft <br /> Loads Uniform LL: 100 Uniform TL: 140 =A Uniform Ld on Backspan <br /> P r nif LL Par Unif TL Start End <br /> 100 K= 140 (OH) 0 1.0 <br /> Uniform Load A K <br /> =570 R2 = 732 <br /> BACKSPAN =8 FT OH = 1 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are fro R2. <br />