HomeMy WebLinkAboutTED4001782.17GIRDER SCHEDULE ALL STRANDS SHALL BE 1/2" DIA., 270 k
SPAN
SPAN
IIAII DIM.
SEE TABLE CONCRETE: MIN. COMPRESSIVE STRENGTH @28 DAY5)f1C=
M IN. COMPRE551 VE 5TRENGTH @ RELEASE,f'ci =
GOOO
5000
ro000
5000
Z
<
W
p
DIMENSIONS
Z
�_ � •U
x r_r
Q F- �
`n
BUNDLED, HARPED AND 5TRAIGHT PRETENSION ED
61
92
N1
N2
P1
P2
OC 1
a Z
LU
HARPED
STRAIGHT
O
Z Q p
�
Q��x Q
p 00
F- O cat V)
l-OCATI ON
OF C. G. STEEL
AREA (IN.)
DIM,
C
(IN.)
DIM.
G
(IN)
GIRD.
GIRD.
A
TO
C
GIRD.
D
TO
G
PIERS
NO. OF
STRANDS
JACKING
FORCE
(K I P5)
NO. OF
STRANDS
JACKING
FORCE
(KIPS)
CK 2
A TO C
I`n
S
E
Ft
Fb
FO
D TO G
1
ALL
90°
90°
1211
12"
.300
5G1- 9V4 11
21
9
ZGO
20
579
29
2.63
4.50
4.50
5.11
4/8
2
113/81
11 I'41
1 2
,
87 25
54
2 /8
2
Z
°91
-
1141- 3 5/4"
17
12
545
28
810
40
3. 38
2
4
131/2 '
121/411
2 4 3
8 25'
7/6
I6.38
6 /8
3
° 1
114' - 3 3/411
17
12
348
28
510
40
3.38
6.58
2
413/8
131/2 "
121/411
3 � 4
87 25
5 8
4
° a;52'
114'- 33/4"
17
12
348
28
510
40
3.38
6. 38
2'*
131/2'�
11 "'
4 � 5
$7
5 %8
8
5
91054 i
54' - 2141
24
S
232
14
405
22
2.25
4.65
�8
1 ��2
g3/ "
4
_
8 %e
5 4 G
815026
13/4
6
0 1
88° 41
541- 2112""
24
8
232
14
405
22
2.25
4.65
5/8
�
132
83/41
8 y2 11
G 7
1/
7
k
° I
9oQ 20
114' - 33/4''
17
12
348
28
510
40
3. 38
6.38
2
4 3/8
loll
8 3/4"
7 8
89 34
51/8
8
9
88 20
114 - 3 3/4"
2
43/8
loll
8 3/41
549
91 40'
51/8
$7° 1 G'
114' - 33/4
2
43/g
131/ "
2
1011
9 4 10
920 44'
51/8
10
ZzOf5l'
° 1
114.1- 3 k411
17
12
348
28
81 O
40
3.38
6. 38
2
4
131/21
121/411
1001
%
5 8
11
ALL
90°
9e
12"
12'"
87° 08`
861- 91/4a
24
8
232
18
521
26
2.53
4. 50
4. 50
4.63
5/6
21/q.
111/ "
11 III11
412
9�
2-!5/8S
LEGEND:
A = THE DISTANCE FROM THE TOP OF THE DECK SLAB —0 THE TOP OF THE
GIRDER CENTERLINE AT GIRDER ENDS.
E = TH5 DISTANCE FROM THE BOTTOM OF THE GIRDER TO THE CENTER OF
GRAVITY OF THE STRAIGHT STRANDS.
Fb THE DISTANCE FROM THE BOTTOM OF THE GIRDER TO THE CENTER OF
GRAVITY OF LOWER HARPED STRAND BUNDLE.
Ft THE DISTANCE FROM THE BOTTOM OF THE GIRDER TO THE CENTER OF
GRAVITY OF ALL HARPED STRAND BUNDLES.
Fo THE DISTANCE FROM THE TOP OF THE GIRDER TO THE CENTER OF
GRAVITY OF HARPED STRANDS AT GIRDER ENDS.
Cl = NET CAMBER AT CENTER OF GIRDER LENGTH AT TIME OF GIRDER ERECTION.
�S -# 'G � e � 3 �• r i4 � i t �' 1
SUPERIOR REPROGRAPt!ICS
ALPHA ENGINEERS INC,
CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
320 ANDOVER PARK EAST
SEATTLE, WASH "NrTnn1 100100
MARK LOCATION
G1 GIRDER- BOTTOM FLANGE
G2 GIRDER- STIRRUPS
BAR L I ST
SIZE
4 STR.
4
G3
GIRDER- TOP FLANGE
I
4
1
5TR,
ISTR.1
G4
GIRDER- LONGITUDINAL -TOP -FULL I FNC-,TH
5
G5
I END BLOCK- LONGITUDINAL
4
G6
END BLOCK
5
G7
END BLOCK -TIES
4
G8
END BLOCK -TIES
4
G9
FN0 BLOCK -TIES
4.
G10
(d' DER -TOP F1 ' 11rE- FULL LENGTH
LNL) BLOCK EX "I � 1,-4 . IONS
4
G11
FT
NOTE: FOR "A" DIM. SEE "GIRDER SCHEDULE"
911 * 41 911 _
^c1q
=VARIES FOR G7
SKEWED 5PAN5�
REGION NO.
STATE
FEDERAL AID PROJECT NO.
SHEET NO.
to
WASH.
BRM-12BB (2)
I-405-3(G35)
83W10G
BENDING DIAGRAM
61 OR 62 51-3" MIN.
� 21/40
4
VARIES
G5 611
NOTE: ALL
Q DIMENSIONS
+ ARE OUT TO OUT.
1
STR. `n G6 OC12
1'-1011 � 9 "1 �
G8 /" G9 11
3 2 O 3
e1 OR e2
AHEAD ON STATIONING
I LENGTH - ELEVATION
AHEAD ON STAT 1 ON I NG
GI RDER
SET SC R EED5
TO THIS LINE��
I 1/4 PT -1
END OF��
GIRDER
z�
NOTE
GIRDER LENGTH SHALL BE
INCREASED AS NECESSARY TO
COMPENSATE FOR 5HOR7ENING
DUE TO PRESTRESS AND SHRINKAGE.
LENGTH - PLAN 1
�AWNG GIRDER GRADE
22 GIRDER LENGTH
22 NTS
US SPAN i
O
I
24 F-r -,
FINISH GRADE LINE
SCREED SETTING DIMENSIONS
SPLAY
AS SHOWN
EQUALLY
SPACED
BTWN,
SKEWED 4
NORMAL
g#4 BARS
G3 #4 @ END =
BLOC K-------- �c
cr
r
PLAN -TOP FLANGE END
SKEWED SPANS
NT5
115 "CTR5. - PLACE
DIAL TO GIRDER
UIRS C ANY
Consulting Engineers and Analysts I 1tEv15ED P.5a AeCORD DRwG, 16w 3 - II- S7
Seattle, Washington NO. REVISION BY I APPR. DATE
h? .
I
��ENP OF
GIRDER
NOTE. FOR DIMENSION (C) SEE
GIRDER SCHEDULE"
#9 LANN',
10
NA
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS-
S.W. GRADY WAY BRIDGE
REPLACEMENT
PRECAST GIRDERS
DESIGNED—D,K.H. DATE APRIL, 1982 FILE NO.
DRAWI` ' r
SCALC NONE
CHECKEU—
FIELD 100KpAGE—
APPROVED—_ SHEET 22 OP E3
LCTOR OF PUBLIC WORKS
71a