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3219 HOYT AVE 2016-01-01 MF Import
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3219 HOYT AVE 2016-01-01 MF Import
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Last modified
5/2/2017 9:06:21 PM
Creation date
2/18/2017 5:40:12 PM
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Address Document
Street Name
HOYT AVE
Street Number
3219
Imported From Microfiche
Yes
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PRIORITY <br />MAIN 6 EXSTG F Z— <br />Seledion 4x 8 DF-L #2 <br />Conddions NDS 2001 <br />Min Bearing Arez <br />Dafa Beam Span <br />Beam Wt per ft <br />Bm Wt Included <br />Max Moment <br />TL Max Defl <br />LL Maz Defl <br />Unes, <br />by: D.T. Date�. 1/14I10 <br />Lu = 0.0 Ft <br />R1= 1.q in' R2= 1.4 in' DL De(I 0.18 in <br />� 3.6 ft Reaction 1 LL 578 # <br />6.17 # Reaction t TL 858 # <br />64 # Maximum V 858 # <br />2g17'# Ulax V (Reduced) 782 # <br />L/ 240 TL Actual De� L/ 299 <br />L I 360 LL Actual Defl L/ 444 <br />Affnbutes Secuon m- a��rd� u�� �-.. <br />Actual �0.66 25.38 0.55 <br />Critical 29.92 6.51 0.68 <br />Status OK OK OK <br />Ratio 98oh 26% 80% <br />Values <br />Adiustments <br />�oads <br />Base Va�ues <br />0.37 <br />0.45 <br />OK <br />81% <br />�si x <br />1.6 <br />Reaction Z �� �� � � � <br />Reac�ion 2 fL 858 # '� <br />CF Size Factor 1.300 <br />Cd Duration 1.00 1.00 <br />Cr Repetitrve 1.�� <br />Ch Shear otress N�A <br />Cm Wet Use 1.00 1.00 '��a <br />CI Sta6ility 1.0000 Rb = 0.00 Le = 0.00 Ft Kbe = 0.0 <br />Uniform LL�. 85 Uniform TL�. 120 = A <br />625 <br />r— Uni(orm Load A <br />R1 �-�858 R� � <br />SPAN = 13.6 FT <br />Uniform �nd partial uniform loads are Ibs per lineal ft. <br />
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