6715 HIGHLAND DR 2025-09-30 - Laserfiche WebLink

. ...... .. CJy I.JCSI/,.11 www.esg-design.com Beam Chek v2023 licensed to:ES Design Reg#2999-88483 Novak Residence Patio Roof New Beam 2 Prepared by: SM Date:4/19/24 Selection 4x 6 HF#2 Lu = 0.0 Ft Lu @OH= 0.0 Ft Conditions NDS 2018, Overhang Min Bearing Area R1= 1.4 in' R2= 1.8 in (1.5)DL Defl= 0.09 in. Data Beam Span 8.0 ft Reaction 1 LL 394# Reaction 2 LL 506# Beam Wt per ft 4.68 # Reaction 1 TL 570# Reaction 2 TL 732# Bm Wt Included 42# Maximum V 588# Overhang Length I.0 ft Max Moment 1120 W Max V(Reduced) 521 # Total Beam Length 9.0 ft TL Max Defl L/240 TL Actual Deft L/410 OH TL Actual Deft L/250 LL Max Deft L/360 LL Actual Deft L/684 OH LL Actual Deft L/417 Attributes Section in' Shear in2 TL Deft in LL Deft OH TL Deft OH LL Deft Actual 17.65 1925 0.23 0.14 -0.10 -0.06 Critical 12.17 5.21 0.40 0.27 0.10 0.07 Status OK OK OK OK OK OK Ratio 69% 27% 59% 53% 96% 86% Fb psi Fv psi - E (psi x mil) Fc l (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 1105 150 1.3 405 Adjustments CF Size Factor 1.300 Cd Duration 1-00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1-00 1_.00 Cl Stability 1.0000 Rb =0.00 Le=0.00 Ft Cl Stability @ OH 1.0000 Rb =0.00 Le = 0.00 Ft Loads Uniform LL: 100 Uniform TL: 140 =A (Uniform Ld on Sacks an Par Unif LL Par Unif TL Start End 100 K= 140 (OH) 0 1.0 Uniform Load A R1 =570 R2= 732 BACKSPAN =8 FT OH = 1 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.