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9"
41'-11"
9°
10'-5IT 10'-6" 10'-6' 10'-51'z
Intermediate Diaphragms on
this side to be provided
r W40xl99, r and installed with Main 1 r
+ Typ. ' Bridge only
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5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3"
41'-11"
FRAMING PLAN
(Main 2 shown. Main 1 opposite & similar)
43'-5" out -to -out of Beam
41'-11"
WA n..t 00
5'-1 fib- 1/"
9"
End of
Bearing Beam
5uhr&4 0-73.L
BEAM ELEVATION
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FEDAID: STPUL-1276(004)
HPP-1276(005)
9i BergerABAM
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33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax: (206) 431-2250
I���� HANSON
9 Copyright Hanson Professi rcl Services Inc. 2011
AS SHOWN
DATUM
CITY OF
�+ RENTON
Public Works Deportment
Appr .?d For construction
Robert M. Hanson P.E. Dote
RECORD DRAWINGS 7/31/2014N�f
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
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REVISION
BY
DATE
APPR
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MOMENT & SHEAR TABLE
FOR STEEL DECK BEAMS
DESCRIPTION
MOMENT SHEAR
Dead Load
254 "'"
24 "
Live Load
790 ""
82 k
Iffpact
376 L-ft.
39 k
Total
1.420 `'"
145'
Steel
A.S.T.M. A709.Gr. 50 T2
Net 1
14.135 in
Net 5 (Bottom)
728 in 3
fst (Bottom)
23.0
Gross 1
14.900 in4
Gross 5 (Top)
770 in 3
fsc (Top)
22.1 ksi
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:
DEAD LOAD: (ASSUMED)
RAIL 200
BALLAST IINCL. TIE) 2046
STEEL DECK & CURB 514
WATERPROOFING 75
WALKWAYS 35
FUTURE BALLAST a 1860
STEEL 1351
CONDUIT 35
TOTAL 6116 LBS. PER LIN FT. OF TRACK
PROPERTIES: IW40099)
d = 38.7"
bf = 15.8"
if = 1.Total Design
tw = 0.650" 50Bollost Depth = 2'-6"
R-3693178
STRANDER BOULEVARD EXTENSION 12/05/11
PHASE 1, SEGMENT2A
BNSF BRIDGE NO. 11.07 L.S. 0051 RA-33
FRAMING PLAN - SPAN 2 (MAIN 1 & 2) — 1 89 "231