620 112TH ST SE SPACE 159 2021-11-08

BeamChek v2016 licensed to:Peter Manusos,Architect Reg#7756-68299 620 SE 112th#159 deck beam Date: 10/27/19 Selection 4x 8 HF#2 Lu=0.0 Ft Lu @OH =0.0 Ft Conditions NDS 2015, Overhang Min Bearing Area R1= 1.8 in2 R2=7.4 in2 (1.5) DL Defl= <0.01 in. Data Beam Span 6.67 ft Reaction 1 LL 601 # Reaction 2 LL 2533# Beam Wt per ft 6.17# Reaction 1 TL 716# Reaction 2 TL 3011 # Bm Wt Included 62# Maximum V 2058# Overhang Length 3.33 ft Max Moment 1587'# Max V(Reduced) 1019# Total Beam Length 10.0 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 30.66 25.38 0.04 0.03 <0.01 0.00 Critical 17.23 10.19 0.33 0.22 0.33 0.22 Status OK OK OK OK OK OK Ratio 56% 40% 11% 13% 0% 0% Fb(psi) Fv(psi) E(psi x mil) Fc I(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 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:240 Uniform TL: 280 =A (Uniform Ld on Backspan) Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1 734 B=866 6.67 240 K=280 (OH) 0 3.33 Uniform Load A K Pt loads: B . . R1 =716 R2=3011 BACKSPAN=6.67 FT OH=3.33 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.