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Bearing Bearing
End of End of
Beam Beam
9" 54'-11" 9"
10'-111r2" 11 ' -0 " 11 ' -0" 11 ' -0" 10-11 Ir2"
Intermediate Diaphragms on
W40x277. this side to be provided
+ ' T and instolled with Main 1 1
r yp' r Bridge only
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W40x277.-
TYp•
5'-6" 5'4" 5'-6" 5'-G"
54'-11"
FRAMING PLAN
(Main 2 shown. Main 1 opposite & similar)
5'-6„ 5,-6„ 5,-6" 5.-474a
MOMENT & SHEAR TABLE
FOR STEEL DECK BEAMS
DESCRIPTION
MOMENT SHEAR
Dead Load
466 "
34 "
Live Load
1,131`"'"
94"
I oct
514'"
43"
Total
2.110"""'
170'
Steel
A.S.T.M. A709.Gr. 50 T2
Net I
20,906 in'
Net S 18ottom)
1.053 in3
fst (Bottom)
23.6 KSI
Gross 1
21,900 in
Gross S (Top)
1,100 in3
fsc (Top)
23.0 ksi
r.
9a
I
End of
Bearing Beam
I -Moment of Inertia
of the Section
S-Section Modulus
fs-Max. unfactored
stress in the net section
due to D.L. + L.L + Impact
STEEL NOTES:
56'-5" out -to -out of Beam
DEAD LOAD: (ASSUMED)
9"
54'-11"
9..
RAIL 200
m
BALLAST (INCL. TIE) 2046
c5
STEEL DECK & CURB 510
WATERPROOFING 75
WALKWAYS 34
E
FUTURE BALLAST 1860
STEEL 1707
m
CONDUIT 35
1
TOTAL 6466 LBS. PER LIN FT. OF TRACK
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W40x277
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PROPERTIES: (W40x277)
0
BEAM ELEVATION
bf
-39578"
tf = 1.58"
idtw
= 0.630" s Total Design
If
Ballast Depth = 2'-6"
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R-3693177
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FED'.ID: STPUL-1276(004)
HPP-1276(005)
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RECORD DRAWINGS 7/31/2014
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CITY OF
RENTON
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT 2A
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CALL 48 HOURS
erABAM
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HANSON
"' CDP
Public Works Deportment
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in
BEFORE YOU DIG
333019thAvenueSouth,Suite300
Kamer
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DATUM
A rc ed For Construction
pp
BNSFBRIDGEN0.11.07 L.S.051
RA_32
1-800-424-5555
Federal Way, Washington 98003-2600
(206) 431-2300 Fax: (206) 431-2250
(Copyright Hanson Prolessoncl Services Inc. 2011
NO.
RE.'ISION
BY
DATE
APPR ��OfiDuar
" ""p1p
Robert M. Hanson P.E. Date
FRAMING PLAN - SPAN 1 (MAIN 1 & 2)
"" 1 88" 231