A22 Drawings Amendment 0001.pdf
PDF 440 KB Posted
- Attached to
- SOLICITATION: MISSISSIPPI RIVER BASIN, LOCK AND DAM 16, ILLINOIS CITY, IL, LOCK 16 FRP TAINTER VALVES
- Solicitation number
- W912EK24R0033
About this file
This document is a set of drawings titled "A22 Drawings Amendment 0001" related to a federal contract opportunity for FRP Tainter Valves for the Mississippi River Basin, Lock and Dam 16, in Illinois City, IL.
The drawings provide the loading diagrams and structural design requirements for the FRP Tainter Valves, including details on load combinations, machinery loads, hydrodynamic loads, and weight and center of gravity calculations. The drawings were issued as an amendment to the original solicitation, which has the Solicitation Number W912EK24R0033. The solicitation is for the U.S. Army Corps of Engineers, Engineering District Rock Island. The drawings provide the technical specifications that offerors must comply with when submitting proposals for this contract opportunity.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
P R
O J E
C T C
O D
E
C O
N T
R A
C T /T .O
N O
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
LOADING DIAGRAM
SCALE: 1/4"=1'-0' 0 4' 8'2'
EL 522.0
FLOOR OF CULVERT
LOAD COMBINATION 1: STRENGTH LIMIT STATE, VALVE CLOSED
EL 534.5
TOP OF CULVERT
EL 554.0
TOP OF WALL
EL 522.0
FLOOR OF CULVERT
LOAD COMBINATION 2: STRENGTH LIMIT STATE, VALVE OPEN
EL 534.5
TOP OF CULVERT
EL 554.0
TOP OF WALL
EL 522.0
FLOOR OF CULVERT
LOAD COMBINATION 3: STRENGTH LIMIT STATE, VALVE OPEN
EL 534.5
TOP OF CULVERT
EL 554.0
TOP OF WALL
EL 522.0
FLOOR OF CULVERT
LOAD COMBINATION 6: FATIGUE LIMIT STATE
EL 534.5
TOP OF CULVERT
EL 554.0
TOP OF WALL
EL 522.0
FLOOR OF CULVERT
LOAD COMBINATION 4: STRENGTH LIMIT STATE, VALVE JAMMED
EL 534.5
TOP OF CULVERT
EL 554.0
TOP OF WALL
EL 536.5
9'-11 15/16"
'-8 /8
R O F
CG
9'-11 15/16 "
D
'-8 /8
R O F
CG
9'-11 15/16 "
'-8 /8
R O F
CG
9'-11 15/16 "
'-8 /8
R O F
CG
LC TRUNNION
Fs
EL 536.5
LC TRUNNION
FtFt
Ft
D
G
G
D
G
D
MOMENTKIP*FTxxx13.413.4xFtTRUNNION FRICTION
RADIAL DISTRIBUTEDLBFxxxx1090.41090.4xFsSIDE SEAL FRICTION
FRICTION
RADIAL DISTRIBUTEDKIPxxx44.5 / 19.114.9 / 0.07.9 / 7.9xQrWIRE ROPE REACTION
POINTKIPxxx52.9 / 22.717.7 / 0.08.9 / 8.9xQtWIRE ROPE LIFTING
MACHINERY LOAD
OPERATING
MOMENTKIP*FT158.2158.2316.4x158.2158.2158.2HdHYDRODYNAMIC LOAD
HEAD DIFFERENTAILFT16.09.018.09.016.016.016.0HsHYDROSTATIC LOAD
HYDRAULIC
POINTKIPxxx0.60.60.6xGGRAVITY LOAD
POINTKIP25.0xx25.025.025.025.0DDEAD LOAD
WEIGHT
LOAD TYPELOAD UNITS76b6a4321SYMBOLTITLEDESCRIPTION
LOAD COMBINATIONS AND LOADS
EL 536.5
LC TRUNNION
EL 536.5
LC TRUNNION
31.
21°
/8
10'-9 7/16 "
31.
21°
Hs
31.
21°
Hs
17'- 1 1 /8"
R
31.
21°
31.
21°
17'- 1 1 /8"
R
/8
10'-9 7/16 "
/8
10'-9 7/16 "
HdHdHd
Hd
QtQt
Qt
Hs
'-4
"Qr
Hs
'-4
"Qr
Hs
'-4
"Qr
LOCATION TO PRODUCE THE MAXIMUM SHEAR AND MOMENT EFFECTS.
(D AND G) WHEN CLOSING ON AN OBSTRUCTION. ASSUME OBSTRUCTION
DESIGN THE BOTTOM SEAL FRP SECTION TO WITHSTAND ALL SELF-WEIGHT 4.
CALCULATED WEIGHT AND CENTER OF GRAVITY.
EFFECTS AND 1.2 WITHOUT HYDRODYNAMIC EFFECTS. USE ACTUAL
OWN SELF-WEIGHT WITH A SAFETY FACTOR OF 1.1 WITH HYDRODYNAMIC
LOAD CASE 7 IF FOR BUOYANCY TO ENSURE VALVE WILL CLOSE DUE TO IT'S 3.
OF LOAD.
SLASH. SEE LOAD TABLE COLUMN "LOAD TYPE" FOR SPECIFIC APPLICATION
MACHINERY LOADS ARE FOR EACH WIRE ROPE, SEPARATED BY A FORWARD
RESULTANT LOADS FOR THE TOTAL STRUCTURE ARE SHOWN. OPERATING 2.
(2022). LOAD COMBINATION 5 IS FOR EARTHQUAKE WHICH IS NOT REQUIRED.
ADOPTED FROM EM1110-2-2107 DESIGN OF HYDRAULIC STEEL STRUCTURES
THE SPECIFICATIONS, SECTION 06 90 00. LOAD COMBINATIONS SHOWN ARE
ALLOWABLE STRESS LIMITS FOR THE FRP STRUCTURES ARE PROVIDED IN
WHEN THE VALVES ARE SUBJECTED TO THE SPECIFIED LOADS. THE
(ASD) METHOD, IN WHICH THE ALLOWABLE STRESSES ARE NOT EXCEEDED
DESIGN THE FRP STRUCTURES USING THE ALLOWABLE STRENGTH DESIGN 1.
GENERAL SHEET NOTES
FLOW
FLOW FLOW FLOW
FLOW
A N
S I
X
S O
L
IC
IT
A T
IO
N
F R
P T
A
IN
T E
R V
A L V
E S
IL
L
IN
O
IS
C
IT
Y
IL
L O
C K A
N D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
W E
K
R
/0
/0
O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
IC
T
Z T
U R
N E
L
A D
IN
G D
IA
G R
A M
S-003
C S
C H
U M
A C
H E
R
B
B O
Y D
S T
O N
A U
G
A M
D
R
E V
IS
E D N
O T
E
B
M R
L D
A
C A
M P
B E
B5MRLD16202401-CAD_SHEET-2024-05-21-S-003
File details come from the government source that posted it. Updated .