Laserfiche WebLink
ESG Design <br /> www.esg-design.com <br /> BeamChek v2023 licensed to:ESG Design Reg#2999-68483 <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 Defl= <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'# Max V(Reduced) 447# <br /> TL Max Defl L/240 TL Actual Defl L/>1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in') Shear(in 2) TL Defl (in) LL Defl <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 L (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 884 120 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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL: 210 Uniform TL: 245 =A <br /> Total Load on New sonotube = 562x 2 = 1124 Ibs <br /> 1124lbs/ 1500 psf= 0.14 ft2 ... U5E 12" dia sonotube <br /> Uniform Load A <br /> R 1 =562 R2 = 562 <br /> SPAN =4.5 FT <br /> Uniform and partial uniform loads are Ibs per lineal ft. <br />