HomeMy WebLinkAboutR-3693175Bearing it Bearing
End of End of
Beam Beam
5'-41% 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-41,s Vl
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mounting bracket on
this side only. Typ.
W40x277.
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W40x277.
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5'-6" 5'-6
9.,
i
End of
Beam
Bearing
9.
54'-11"
FRAMING PLAN
56'-5" out -to -out of Beam
54'-11"
MOMENT & SHEAR TABLE
FOR STEEL DECK BEAMS
DESCRIPTION
MOMENT
SHEAR
Dead Load
479""
35"
Live Load
895 """'
74"
Impact
432 ` "'
36 "
Total
1,807 "'"
145 `
Steel
A.S.T.M. A709 GR. 50 T2
Net 1
20,906 in^
Net S IBottom)
1,053
in3
fst (Bottom)
20.2
KSI
Gross 1
21.900 in4
Gross S (Top)
1.100 in3
fsc (Top)
19.7
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
5-474n 5A„
9.
End of
Bearing Beam
STEEL NOTES:
DEAD LOAD: (ASSUMED)
9" RAIL 200
BALLAST IINCL. TIE) 1950
STEEL DECK 8 CURB 560
WATERPROOFING 78
WALKWAYS 67
FUTURE BALLAST +t 1572
STEEL 1772
CONDUIT 139
W40x277 TOTAL 6339 LBS. PER LIN FT. OF TRACK
PROPERTIES: (W40x277)
BEAM ELEVATION r d - 39.7"
bf = 15.8"
tf = a Total Design
tw = 0,830" 0.630Ballast Depth = 2'-6"
R-3693175
FEDAID: STPUL-1276(004)
HPP-1276(005)
-
0) BergerABAM
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333019thAvenue South, Suite 300�
Federal way, Washington 96003.2600
(206)431-2300 Fax: (206)431-2250
HANSON
GCopyright Nanson Professlonol Services Inc. 201t
s ,Ev
SAS SHOWN
w"0oe n'
DATUM
CITY OF
RENTON
Public W:rks Department
P.yproved For Con: tructi_n
Robert M. Ronson P.E. Date
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT 2A
BNSF BRIDGE N0. 11.07 L.S. 0051
FRA G PLAN - PAN 1 (MAN 3)
12/05,'! 1
RECORD DRAWINGS 7/31 /2014
oown
HNa
°
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
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NO.
REVISION
BY
RA-30
'i0186 ¢'231