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BeamChek v2018 licensed to:WOODWAY HOMES INC Reg#8101-1582 <br /> GREENLEAF FIRE REPAIR WINDOW HEADER EX5reirn., <br /> KITCHEN WINDOW Date:2/15/19 <br /> Selection (2)2x 8 HF#2 Lu=0,0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=3.7 in2 R2=3.7 in2 (1.5) DL Deft= 0.06 in <br /> Data Beam Span 6.25 ft Reaction 1 LL 1055# Reaction 2 LL 1055# <br /> Beam Wt per ft 5.29# Reaction 1 TL 1493# Reaction 2 TL 1493# <br /> Bm Wt Included 33# Maximum V 1493# <br /> Max Moment 2333'# Max V(Reduced) 1204# <br /> TL Max Deft L/240 TL Actual Deft L/495 <br /> LL Max Deft L/360 LL Actual Deft L/803 <br /> Attributes Section(in3) Shear(in2) TL Deft(in) LL Defl <br /> Actual 26.28 21.75 0.15 0.09 <br /> Critical 23.87 10.47 0.31 0.21 <br /> Status OK OK OK OK <br /> Ratio 91% 48% 49% 45% <br /> Fb(psi) Fv(psi) E(psi x mil) E (psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values 1173 173 1.3 405 <br /> Adjustments CF Size Factor 1.200 <br /> Cd Duration 1.15 1.15 <br /> Cr Repetitive 1.00 <br /> Ch Shear Stress N/A <br /> Cm Wet Use 1.00 1.00 1.00 1.00 <br /> i CI Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:338 Uniform TL:473 =A <br /> , NOIE <br /> 11 JUL 232019 0 <br /> F Uniform Load A CITY OF EVERETT <br /> Permit Services <br /> 0 d <br /> R1 =1493 R2=1493 <br /> SPAN=6.25 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. r6417 ma= <br /> ARrt ITSCT <br /> ' t .r <br /> DEAN C DARIOTIS A <br /> STATE OF WASaINGTON <br /> /i <br /> (Aq 0(g -0 I CI <br />