Laserfiche WebLink
Design Lines,INC <br /> 425-353-0531 <br /> BeamChek v2013 licensed to:Design Lines, Inc. Reg#2308-64256 <br /> Bjella Custom Residence edge of master cant <br /> M-2 Prepared by:JCR Date:4/17/14 <br /> Selection (2)2x 12 HF#2 Lu=0.0 Ft Lu @OH=0.0 Ft <br /> Conditions NDS 2012,Overhang <br /> Min Bearing Area R1=2.0 int R2=4.5 in2 (1.5) DL Defl= <0.01 in. <br /> Data Beam Span 6.0 ft Reaction 1 LL 637# Reaction 2 LL 1236# <br /> Beam Wt per ft 8.2# Reaction 1 TL 797# Reaction 2 TL 1803# <br /> Bm Wt Included 62# Maximum V 1068# Overhang Length 1.5 ft <br /> Max Moment 1179'# Max V(Reduced) 759# Total Beam Length 7.5 ft <br /> TL Max Defl L/240 TL Actual Defl L/>1000 OH TL Actual Defl L/<-1000 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/<-1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl OH TL Defl OH LL Defl <br /> Actual 63.28 33.75 0.02 0.01 -0.01 -0.01 <br /> Critical 16.65 7.59 0.30 0.20 0.15 0.10 <br /> Status OK OK OK OK OK OK <br /> Ratio 26% 23% 6% 7% 9% 11% <br /> Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 850 150 1.3 405 <br /> Adjustments CF Size Factor 1.000 <br /> Cd Duration 1.00 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 /> CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:26 Uniform TL: 33 =A (Uniform Ld on Backspan) <br /> Par Unif LL Par Unif TL Start End l <br /> 230 H =288 1.25 6.0 <br /> 160 I=200 0 1.25 <br /> 283 K=482 (OH) 0 1.5 <br /> I <br /> H <br /> Uniform Load A K <br /> 0 0 <br /> R1 =797 R2 = 1803 <br /> BACKSPAN =6 FT OH = 1.5 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. <br /> 41) (1) <br />