1410 HOLLOW DALE PL 2019-09-23 - Laserfiche WebLink

BeamChek v2016 licensed to:Creative Comfort Reg# 104-61 Sisk Residence Porch: Beam ME BM-03 Prepared by:VED II Date: 1/03/18 Selection PT 6x 6 HF#2 Lu=0.0 Ft Lu @OH=0.0 Ft Conditions NDS 2015, Overhang, Incised Min Bearing Area R1=1.0 in2 R2= 1.6 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 4.0 ft Reaction 1 LL 234# Reaction 2 LL 391 # Beam Wt per ft 7.35# Reaction 1 TL 389# Reaction 2 TL 648# Bm Wt Included 37# Maximum V 441 # Overhang Length 1.0 ft Max Moment 364'# Max V(Reduced) N/A Total Beam Length 5.0 ft TL Max Defl L/240 TL Actual Defl L/>1000 OH TL Actual Defl L/<-1000 LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 Attributes Section(in3) Shear(in2) TL Defl (in) LL Defl OH TL Defl OH LL Defl Actual 27.73 30.25 0.02 <0.01 -0.01 -0.01 Critical 9.50 5.90 0.20 0.13 0.10 0.07 Status OK OK OK OK OK OK Ratio 34% 20% 8% 6% 12% 9% Fb(psi) Fv(psi) E(psi x mil) Fc i(psi) Values Reference Values 575 140 1.1 405 Adjusted Values 460 112 1.0 405 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 125 Uniform TL: 200 =A (Uniform Ld on Backspan) Par Unif LL Par Unif TL Start End 125 K=200 (OH) 0 1.0 Uniform Load A K R1 =389 R2=648 BACKSPAN=4 FT OH=1 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.