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Report 4�S7�IS-,(7� �3 . . iLf?mss- swia3 / - RECEIVE]) BeamChek v2014 licensed to:His Builders Reg#4117-67931 Beam Roof over deck 22015 Date: 12/01/15 tV OFft ft11 Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft 3UJLDING DIVISION Conditions NDS 2012 Min Bearing Area R1=5.0 in2 R2=5.0 in2 (1.5) DL Defl= 0.09 in Recom Camber=0.14 in • Data Beam Span 14.0 ft Reaction 1 LL 2800# Reaction 2 LL 2800# Beam Wt per ft 13.08# Reaction 1 TL 3242# Reaction 2 TL 3242# Bm Wt Included 183# Maximum V 3242# Max Moment 11345'# Max V(Reduced) 2836# TL Max Defl L/240 TL Actual Defl L/350 LL Max Defl L/360 LL Actual Defl L/433 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 94.17 53.81 0.48 0.39 Critical 56.73 17.73 0.70 0.47 Status OK OK OK OK Ratio 60% 33% 69% 83% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 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 Loads Uniform LL:400 Uniform TL: 450 =A II Uniform Load A 0 R1 =3242 R2=3242 SPAN=14 FT Uniform and partial uniform loads are lbs per lineal ft.