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Bearing
End of � I
Beam
9'
Bear ing
End of
Beam
41'-11° 9°
5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-17/8 Sg"
Angle 3x3x3rB conduit
mounting bracket on
this side only, Typ.
W40x1991
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5,-174' 5'-3" 5'-3" 5'-3" 5'-3" 5'-3„ 5'-3" 5'-17A" 6.
9" 41'-11' 9"
i
End of FRAMING PLAN End of
Beam Beam
Bearing ¢ Bearing
43'-5' out -to -out of Beam
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BEAM ELEVATION
MOMENT & SHEAR TABLE
FOR STEEL DECK BEAMS
DESCRIPTION
MOMENT SHEAR
Dead Load
262' "'
25'
Live Load
626 "-"'
65'
I rrpocf
316 ' "'
33'
Total
1.203"""1
122'
Steel
A.S.T.M. A709.Gr. 50 T2
Net 1
14.135 in4
Net S (Bottom)
728 in 3
fst (Bottom)
19.4 KSI
Gross 1
14,900 in4
Gross S (Top)
770 in 3
fsc (TO )
18. 7ksi
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) 1950
STEEL DECK d CURB 565
WATERPROOFING 78
WALKWAYS 70
FUTURE BALLAST * 1572
STEEL 1366
CONDUIT 139
TOTAL 5939 LBS. PER LIN FT. OF TRACK
PROPERTIES: I1(40099)
d = 38.7"
bf = 15.8'
if = 1.Total Design
tw = 0.650" 50Ballast Depth = 2'-6"
R-3693176
FECAID: __TPUL-1276(004)
HPP-1276(005)
CALL 48 HOURS
�/
�) BergerA.BAM<g!
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206 431-2300 Fax: 206 431-2250MAF
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HANSON
9Copyright Hanson Professional Ser,.es Inc. zot t
Ai SHOWN
°PQ°"�"'O 1°°'r'^'
DATUM
� CITY OF
RENTON
P•u^�btic•warks Deportment
A, roved For Construction
NP
Robert M. Han- m P.E. Date
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT 2A
BNSF BRIDGE N0.11.07 L.S. 0051
FRAMING PLAN - SPAN 2 (MAIN 3)
12/os/„
RECORD DRAWINGS 7/31 /2014
BEFORE YOU DIG
1-800-424-5555
CDP
413YJCATE
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MN
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N0.
REVISION
APPR
RA-31
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