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.v <br /> _____ BeamChek v2018 licensed to:WOODWAY HOMES INC Reg#8101-1582 �^ <br /> GREENLEAF FIRE REPAIR EXT.WINDOW HEADER r 'SE 'TZ . <br /> BEDROOM 3 WINDOW Date:2/15/19 <br /> Selection 4x 6 HF#2 Lu=0.0 Ft <br /> Conditions NDS 2015 <br /> Min Bearing Area R1=2.8 in2 R2=2.8 int (1.5)DL Defl= 0.04 in <br /> Data Beam Span 4.75 ft Reaction 1 LL 802# Reaction 2 LL 802# <br /> Beam Wt per ft 4.68# Reaction 1 TL 1133# Reaction 2 TL 1133# <br /> Bm Wt Included 22# Maximum V 1133# <br /> Max Moment 1346'# Max V(Reduced) 915# <br /> TL Max Dell L/240 TL Actual Defl L/575 <br /> LL Max Defl L/360 LL Actual Deft L/932 <br /> Attributes Section ins) Shear(int) TL Defl(in) LL Defl <br /> Actual 17.65 19.25 0.10 0.06 <br /> Critical 12.71 7.95 0.24 0.16 <br /> Status OK OK OK OK <br /> Ratio 72% 41% 42% 39% <br /> Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) <br /> Values Reference Values 850 150 1.3 405 <br /> Adjusted Values1271 173 1.3 405 <br /> Adjustments CF Size Factor 1.300 <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 /> Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft <br /> Loads Uniform LL:338 Uniform TL: 473 =A <br /> Uniform Load A <br /> 0 <br /> R1 =1133 R2=1133 <br /> SPAN=4.75 FT <br /> Uniform and partial uniform loads are lbs per lineal ft. <br /> li6417 GS$TER= <br /> ‘ . HITECT <br /> 4 DEAN c capam <br /> STATE Of WASHINGTON <br /> Th <br />