Laserfiche WebLink
; <br /> _- -- <br /> _ _ueamChek v2006 licensed to:Arohifectural Design Associates PS Reg#5234-65425 <br /> 4027 Friday Ave. window hdr. <br /> Bm#3 Date: 1/07/10 <br /> Selec ian 4x 6 HF q2 Lu =0.0 Ft <br /> Conditions NDS 2001 — <br /> Min Bearing Area R 1=2.8 in' R2= 2.8 in' <br /> Data Beam Span 4.0 ft ! <br /> Beam Wt per ft 4.88# Reaction 1 TL 1129# Raaction 2 TL � 12g it 'I <br /> i Bm Wt Inc.:uded 19# Maximum V 1129# <br /> � Max Moment 1129'# Max V(Reduced) 871 # <br /> TL Max DeFl L/240 TL Actual Defl L/932 <br /> Attnbufes Section (in') Shear(in� TL De(I (in) <br /> Actual � 17.65 19.25 0.05 — <br /> Critical 12.26 8.71 0.20 <br /> Status OK OK OK <br /> Ratio 70% 45% 26% <br /> Fb(psi) Fv(psi) �si x mil) Fc I(psi) <br /> Values Base Values 850 150 1.3 405 I <br /> I Base Adjusted 1105 150 1.3 405 <br /> Adiustments CF Size Factor 1.300 j <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 /> I CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 <br /> Loads ---- — — --- Uniform TL 560 =A -- -- - - - . <br /> Uniform Load A <br /> R1=,29 --- — ---- --R�29 <br /> SPAN=4 FT <br /> Uniform and paAiAl uniform loads are Ibs per lineal ft. <br /> 1 � <br /> �� � <br /> ` � <br />