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BeamChek v2021 licensed to:Keith Beddow Reg#8101-1694 <br /> Kathleen Kingsley <br /> Deck beam Date: 6/04/22 <br /> Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft <br /> Conditions NDS 2018 <br /> Min Bearing Area R1=5.4 in2 R2=5.4 in2 (1.5) DL Defl= 0.09 in Recom Camber=0.14 in <br /> Data Beam Span 14.0 ft Reaction 1 LL 2520# Reaction 2 LL 2520# <br /> Beam Wt per ft 16.81 # Reaction 1 TL 3478# Reaction 2 TL 3478# <br /> Bm Wt Included 235# Maximum V 3478# <br /> Max Moment 12172'# Max V(Reduced) 2919# <br /> TL Max Defl L/240 TL Actual Defl L/651 <br /> LL Max Defl L/360 LL Actual Defl L/>1000 <br /> Attributes Section (in3) Shear(in2) TL Defl (in) LL Defl <br /> Actual 155.67 69.19 0.26 0.16 <br /> Critical 60.86 18.24 0.70 0.47 <br /> Status OK OK OK OK <br /> Ratio 39% 26% 37% 35% <br /> Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) <br /> Values Reference Values 2400 240 1.8 650 <br /> Adjusted Values 2400 240 1.8 650 <br /> Adjustments Cv Volume 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 /> 7. <br /> Loads Uniform LL: 360 Uniform TL: 480 = <br /> RECEOVED ,,, <br /> OCT 18 2022 <br /> CITY OF EVERETT l �2. ' A <br /> Permit Services <br /> (k, ?)0 Id 1 't. / C A <br /> Uniform Load A <br /> . . Z . <br /> R1 =3478 R2=3478 <br /> SPAN = 14 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> _ fin <br /> IA <br /> / <br /> FEB 01 )223 t <br /> ZZ-i o - U( O CITY OF I I+jTT <br /> Permit Services <br />