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CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 1 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
PIPERACK LOADING DATA PREPARATION PROCEDURE
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 2 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
CONTENTS
Page
1. PURPOSE ........................................................................................................................................................4
2.BASIC PROCEDURE .........................................................................................................................................4
2.1 CONTENTS OF LOADING DATA IN EACH STEP...............................................................................................4
2.2 PREPARATION SCHEDULE OF LOADING DATA AT EACH STEP ..........................................................................5
2.3 REQUIRED UPSTREAM DATA FOR PREPARATION OF LOADING DATA ..................................................................5
3.ITEMS TO BE CONSIDERED IN BASIC PLANNING OF PIPE RACK ......................................................6
3.1 ECONOMICAL WIDTH, LONGITUDINAL SPAN AND STRUCTURAL SYSTEM ............................................................6
3.2 DIFFERENCE IN ELEVATION BETWEEN TRANSVERSE AND LONGITUDINAL DIRECTIONS ......................................8
3.3 STRUCTURAL MATERIAL (CONCRETE/STEEL) .................................................................................................9
3.4 PLANNING IN PIPING LAYOUT.....................................................................................................................9
3.5 HEADER SUPPORT AND MAINTENANCE STAGE FOR AIR COOLED HEAT EXCHANGES(AFC) ..............................10
3.6 VALVE OPERATING STAGE .........................................................................................................................11
3.7 INSERT PLATE .......................................................................................................................................11
3.8 PIPE SUPPORT .......................................................................................................................................11
3.9 ANCHOR FORCE .......................................................................................................................................12
3.10 SUPPORT FOR PIPING LOOP .....................................................................................................................12
4. PIPING LOAD CALCULATION PROCEDURE...............................................................................................12
4.1 VERTICAL LOAD .........................................................................................................................................13
4.2 ANCHOR AND GUIDE FORCE........................................................................................................................15
4.3 STAGE LOAD ..............................................................................................................................................16
4.4 OTHER LOADS.............................................................................................................................................17
5. PIPE RACK LOADING DATA FOR CIVIL DESIGN.................................................................................17
5.1 VERTICAL LOAD........................................................................................................................................17
5.2 GUIDE AND ANCHOR FORCE .........................................................................................................................21
5.3 FRICTION FORCE .......................................................................................................................................21
5.4 WIND AND SEISMIC LOADS .........................................................................................................................21
5.5 VIBRATING AND IMPACT LOAD ....................................................................................................................22
5.6 DESIGN ALLOWANCE IN PIPING LOAD .........................................................................................................22
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 3 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
5.7 STAGE LOAD ..............................................................................................................................................22
5.8 CABLE AND CABLE RACK.............................................................................................................................22
5.9 AFC ..........................................................................................................................................................23
6 DRAWINGS FOR LOADING DATA ..............................................................................................................23
7 REVISION CONTROL AND FINAL LOADING DATA (DESIGN COMPLETION STAGE) .......................24
8 CHECK LIST ..............................................................................................................................................25
9 APPENDICES ..............................................................................................................................................26
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 4 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
1. PURPOSE
This procedure supplements CES L 4011 EA “PIPING LOAD DATA REQUIRED FOR
CIVIL AND STRUCTURAL ENGINEERING”, and describes the procedure for the
preparation of pipe rack loading data, which is consistent from both piping
and civil engineering point of view, for the purpose of early start and
completion of pipe rack construction. It describes the items which must
be taken into consideration by the piping group (a party to issue the loading
data) and the civil group (a party to receive the loading data.)
2. BASIC PROCEDURE
In order to minimize revision and prepare the economical and accurate pipe
rack loading data, the usage of loading data shall be made clear for each
item and the loading data shall be prepared in 3 steps for such usage. For
actual items, refer to Table 1-1 “ISSUE STEPS FOR PIPING LOAD DATA”.
2.1 Contents of Loading Data in Each Step
(1)1st-STEP
The loading data shall cover the basic dimensions including width, length,
height, number of layers, column spacing in longitudinal direction,
requirement and location for intermediate beams, brace arrangement and
location, and location of stairs. It shall be sufficient for Civil Group
to design the foundation (including piles).
Based on this loading data, Civil Group shall prepare structural planning,
determine approximate sizing of major framing members, develop the
initial model and order piling materials.
(2)2ND-STEP
The loading data shall be sufficient for Civil Group to perform the detail
design of all elements in the pipe rack. (However, minor stages, pipe
supports and insert plates which do not affect the design of major
structural members are excluded.)
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 5 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
Based on this loading data, Civil Group shall perform the detail design
(for purchase of steel materials and preparation of steel fabrication
drawings) and size the members and foundations. The 1st issue of drawings
to the client (IFA or IFR) shall be prepared.
(3)3RD-STEP
The loading data shall cover minor stages, insert plate, floor openings,
trolley beams, and loads for miscellaneous equipment. The loading data
shall be "Final". It should be noted that major framing members cannot
be revised without cost/schedule effect at this stage, since materials
have been ordered already.
2.2 Preparation Schedule of Loading Data at Each Step
Issue schedule of the loading data at each step shall, in general, be as
shown below; however, it shall be finalized for each project by Piping and
Civil Groups(Refer to Table-1.1):
1ST STEP 3 Months After Start of Piping Route Study
2ND STEP 4.5 Months After Start of Piping Route Study
3RD STEP 6 Months After Start of Piping Route Study
2.3 Required Upstream Data for Preparation of Loading Data
To prepare the loading data for each step in Table 1.1, the following upstream
data is required.
(1) 1ST-STEP
・ PLOT PLAN
・ P&ID, UHD(UTILITY HEADER SIZE)
・ FIREFIGHTING P&ID
・ PIPING ROUTE STUDY DRAWING (ON PIPE RACK)
・ ELEC. AND INST. CABLE DUCT ROUTE INFORMATION
・ AFC HEADER PIPING ARRANGEMENT
・ EXTENT OF FIREPROOFING
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 6 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
・ EQUIPMENT LOADING DATA SUCH AS AFC (IN-HOUSE DATA)
・ REQUIREMENT FOR TROLLEY BEAM FOR THE MAINTENANCE OF EQUIPMENT
(2)2ND-STEP
・ UPDATED INFORMATION, WHICH WERE ISSUED IN 1ST-STEP
・ EQUIPMENT LOADING DATA SUCH AS AFC (BY VENDER)
・ PIPING STUDY DRAWING (FOR STAGE ARRANGEMENT)
(3) 3RD-STEP
・ PIPING STUDY DRAWING / PDS 3D MODEL (FOR INSERT PLATE LOCATION AND
MINOR STAGE INFORMATION)
・ ELEC/INST. DESIGN (FOR INSERT PLATE LOCATION AND MINOR STAGE
INFORMATION)
・ LOADING DATA FOR MICELLANEOUS EQUIPMENT, LIFTING LOAD OF TROLLEY BEAM
3.ITEMS TO BE CONSIDERED IN BASIC PLANNING OF PIPE RACK
To achieve economy, ease of construction and reduction in design schedule,
the basic structural planning of pipe racks and piping layout shall be
performed with the following items taken into consideration from the start
of the project.
3.1 Economical Width, Longitudinal Span and Structural System
The width and longitudinal span of the pipe rack greatly affect the
economical design; therefore, the following shall be reviewed to decide
the configuration by related disciplines (piping, plot, electrical,
instrument, mechanical and civil):
・ The standard configuration shall be 6m span in longitudinal direction
without intermediate beams. A large reduction in concrete/steel work
volume will be achieved.
・ When intermediate beams are required, steel without fireproofing shall
be used. However, if fireproofing is specified in Client's
specifications, selection of material (concrete or steel with
fireproofing) shall be based on the cost study.
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 7 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
[Note]
- When requirement for fireproofing on intermediate beams is not clearly
defined, the judgment criteria shall be based on the following:
- If piping is not overstressed when a strength of intermediate beams is
reduced in a case of fire, and girders supporting the piping is not
overstressed without intermediate beams, fireproofing is not required.
However, prior approval by Client is required.
・ Use the same pattern. (It is desirable to make the shape uniform and
repetitious to simplify the design/fabrication/construction)
・ Consider the optimum width (Concrete: 8m±2m, Steel: 7m±1m)
・ The maximum length of continuous pipe rack shall be approximately 50
m.
・ Number of pipe layers should be determined considering the combination
of width and number of pipe layers. After consultation with related
disciplines, a number of pipe layers shall be decided and reflected
in the plot. In general, it is more economical to increase the number
of pipe layer than making the width much wider than the optimum width.
・ The maximum width of pipe racks with AFC should be limited to 10m.
When the width becomes wider than 10m, additional columns or
cantilevered girders should be considered.
・ The locations of vertical braces for steel pipe racks shall be
determined considering the access.
・ Electrical and instrument cable trays should be located at the top
level.
[Note]
- The following shall be noted with regard to the effective space for piping
layout.
- For precast pipe racks, in addition to column/girder sizes, corbels for
supporting girders are provided. Sockets are provided for
column/footing connections.
- For steel pipe racks, about 100mm space from the column face is required
for plates and bolts in column/girder connections.
- Conceptual sketches of cast-in-situ concrete pipe racks, precast concrete
pipe racks and steel pipe racks are shown in APPENDIX-1.
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 8 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
3.2 Difference in Elevation Between Transverse and Longitudinal Directions
・ For concrete pipe rack, the transverse girders and longitudinal girders
shall be located at different level for ease of construction.
・ For steel pipe rack where pipes run straight and few branches are
provided, the transverse girders and longitudinal girders shall be
located at the same elevation.
・ The difference in elevation shall be determined after consultation
between Piping and Civil Groups considering the structural material,
requirement in fireproofing, pipe diameter and girder sizes. (An
Width
Longitudinal Span
Girder
Longitudinal Girder
Intermediate Beam
Width
No. of Pipe
Layer (3 for this
case)
Long.
Girder
at
same
level
Long.
Girder
at diff.
level
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 9 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
economy is achieved by reducing the pipe rack height; however, 2m is
required in pipe layer level for concrete members and steel members
with fireproof and 1.5 m for steel members without fireproof.)
3.3 Structural Material (Concrete/Steel)
Selection of structural material (concrete or steel) shall be based on
economy, constructability, fabrication/transportation/erection schedule
of structural steel. The following factors affect the selection:
・ Concrete is more economical when fireproofing is required for pipe
racks.
・ Case by case judgment is required based on local characteristics,
market condition of structural steel when fireproofing is not required.
・ Fabrication schedule of structural steel varies greatly because of
special conditions in the country and fabricator of steel fabrication.
It is necessary to investigate on the ease of obtaining raw material,
delivery period, ability of shop drawing preparation and fabrication
capacity. It should be noted that the cost is not the only factor in
selecting concrete or steel as structural material.
3.4 Planning in Piping Layout
Planning in piping layout has a large
effect in civil work volume.
The following shall be given a priority
in layout planning:
・ Large diameter pipes shall be placed
at ends of girders. (Refer to the
sketch. Since no large loads are placed at mid-span, the moment at
center of girder is small and the required beam size is also small.)
・ As a basic rule, no intermediate beams shall be placed; however, when
it is necessary to provide intermediate support for small piping, such
small pipes shall be placed at the same level and provide intermediate
beams or small racks. (Refer to the sketch below left.) Requirements
for support of small branch piping shall also be considered.
・ Provision of support from larger pipes shall be considered for small
Large Pipes at
Ends
Layout of Large Pipes
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 10 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
piping.(Refer to the sketch below right).
・ When cantilevers are provided outside the pipe rack framing, small
pipes shall not be placed on cantilevers. (It is difficult to provide
intermediate beams).
3.5 Header Support and Maintenance Stage for Air Cooled Heat Exchanges(AFC)
・ Header pipe for AFC tends to make the support structure complicated.
The steel weight of header support is substantial. Furthermore, since
the data is not finalized in a short period, the design period is
extended and it is often the cause for engineering re-work and
construction re-work. Therefore, unless there is a special reason
(such as tournament type piping arrangement is required from the
process point of view), header pipe shall be supported directly on
AFC nozzles. When supports for header pipes are required, Piping Group
and Civil Group shall discuss and simplify the shape of such supports.
[Note]
- A request shall be made to Process Group to minimize the tournament type
piping arrangement as much as possible.
・ Discussion shall be held among related disciplines to reduce the
Small Pipes Supported
from Large PipesSmall Rack for Small
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 11 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
maintenance stage below AFC as much as possible.
3.6 Valve Operating Stage
The design data for valve operating stages has a large influence on the
structural design and steel fabrication schedule. It also affects the
construction schedule and cost, because it can cause an additional
fabrication at site. Therefore, as a minimum, an approximate size and
location shall be determined at early design stage after discussion among
related disciplines. It shall be planned in such a way that the support
can be provided from columns/girders.
[Note]
- Uniform load due to the self weight of stage and design live load for staging
becomes 300 kg/m2 as a minimum. It is a significant item in determining the size
of major structural member of pipe rack.
3.7 Insert Plate
In general, insert plates for electrical/instrument works shall not be
provided, but the support shall be provided by expansion bolt after pipe
rack erection is completed. The same principle applies to piping. As a
general rule, insert plates should be provided by Civil Group for those
supporting more than 1 ton. (It shall be discussed with Civil Group on project
by project basis).
3.8 Pipe Support
It is important to have pipe supports, which are structurally stable. Try
to avoid planning structurally "unstable" supports. The following shall
be considered.
・ Do not provide supports, which are cantilevered from the side of a
beam, because they will cause torsion (for large diameter piping).
・ Do not provide support from insert plates at bottom of beams. (for
medium to large diameter piping). Unless the load is given and designed
accordingly, there is a possibility that the insert plate will fail
due to lack of strength. As a general rule, when more than 500 kg load
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 12 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
is acting, support shall be provided using the insert plate on the
side of beams. When this is not possible, consult with Civil Group.
・ When supports for large diameter piping are required, Civil Group
should be consulted even for
a case where pipe supports are designed and fabricated by Piping Group.
3.9 Anchor Force
It is desirable to place the anchor points on one girder so that necessary
reinforcements can be provided at one location. Measures to reduce the
magnitude of anchor forces such as those outlined below shall be considered:
・ Piping with thermal load shall be located at the same level. (Steam
line etc.)
・ Piping flexibility analysis shall be carried out with clearance between
the pipe and guide/stopper taken into consideration to reduce thermal
forces.
3.10 Support for Piping Loop
Supports for piping loops shall be provided in regular spans and should
not be located at locations such as road crossings.
When it is necessary to provide piping loops at large span location such
as road crossings, it is possible to have the truss in a longitudinal
direction, which may cause clashes between piping and truss members when
thermal expansion/contraction occurs. Civil Group and Piping Group shall
consult at the start of design.
4. PIPING LOAD CALCULATION PROCEDURE
Definition of piping load and computation shall be according to " CES L
4011". The following shall be considered in preparation of loading data:
Avoid These Configurations
CDP L 3009 E R0Date: Apr.30,2001
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CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 13 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
4.1 Vertical Load
(1)Vertical Load
・ Fluid weight shall be as follows:
(a) Liquid : Actual fluid weight shall be used. (However,
for 8" or smaller pipes, full water weight may be
used.)
(b) Liquid-gas or Liquid-vapor mixture
: To be determined individually.
(c) Steam : All steam piping ( High ・ low ・ medium ) ---
Specific Gravity = 0
(d) Flare : Specific Gravity = 0(However, to be determined
individually for liquid flare)
(e) Gas・Air・Nitrogen :Specific Gravity= 0
(f) Others : To be determined individually
・ Fluid weight for test shall be as follows:
Specific Gravity - For hydrostatic test : 1
For pneumatic test : 0
[Note]
- For large diameter piping for gas/vapor (flare header, column
overhead piping etc.) where test loads greatly affect the design of
pipe racks, pneumatic test should be considered. When pneumatic test
is selected as basis of design and construction, Client's approval
is required. Such approval shall be obtained prior to start of
design.
- Hydrostatic test loads of large diameter pipes shall be computed
based on actual test method used at site.
- The above shall be reflected in pipe test plan.
(2)Loads in Transverse Direction
・ For preparation of piping loading data for piping empty load, fluid
load and test fluid load shall be performed using Appendix-2 & 3 "Load
Table for Pipe Rack". Actual piping data shall be used.
・ For evaluation of piping load, uniform load (kg/m2) shall also be
computed and entered. Values in APPENDIX-8 shall be used as a reference
to check whether the computed uniform load is reasonable or not.
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 14 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
・ Whether piping load acts on girders only or on intermediate beams shall
be indicated in the table, considering the pipe support span.
[Note]
- Loads on intermediate beams
In general, pipe rack span in longitudinal direction shall be 6m without
intermediate beams; however, for concrete pipe racks with intermediate
concrete beams, load from piping without shoe or pad may act on intermediate
beams. Piping Group and Civil Group shall have a meeting before detail
design and discuss about the structural system.
・ When sliding plate is used under the pipe, it shall be noted in the remarks
column in the table.
・ At ends of pipe rack, corners, at locations where valves are concentrated,
and at saddle for large diameter piping, it is not appropriate to use average
load. At such locations, girder number shall be identified and additional
concentrated load shall be computed and indicated in the table.
[Note]
- Civil Group's interpretation of loads at start of pipe rack and at corner
bent is as shown in Figure - 5.1. Additional load due to deflection of
pipe shall be indicated. (especially for large diameter piping)
・ When there is a requirement for future piping, space, size, and number
of pipes shall be indicated and the loading data shall include the
load for future piping. However, when size and number of pipes are
not clear, the load of average pipe size on pipe rack piping shall
be applied on the future space. When there is no requirement, space
and load for future piping need not be considered. If there is a
specific requirement from the Project Team or Client, it shall be
followed.
・ To account for valves, branch line, support, saddle, and shoe of piping,
the following additional load shall be considered:
Additional Load = { ( Piping Empty Weight ) + ( Fluid Weight ) +
(Insulation Weight)}×5%
* This equation is listed as standard load in the Load Table.
・ In general, no design development (design contingency) loads shall
be included. However, when P & ID/UHD is not developed sufficiently,
a meeting shall be held among related disciplines to decide the design
development value. Such a value in percentage shall be entered in the
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 15 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
Load Table
(3) Loads on Longitudinal Girder
・ Loads shall be indicated in Elevation Drawings.
・ For 6m longitudinal span (in longitudinal direction) pipe racks,
longitudinal girders are sized mainly based on slenderness ratios
(flexural buckling lengths). Therefore, piping loads less than 1 ton
need not be informed
[Note]
- Variation in equivalent load to 1 ton load acting at mid-span of 6m
long longitudinal girders is shown in APPENDIX-7.
- Depending on the location, loads greater than 1 ton can be applied
as shown below.
- For cases shown below, the bending moment for girder design is the
same.
4.2 Anchor and Guide Force
(1) Thermal Loads / Friction Forces
・ Thermal loads / friction forces shall be computed according to the
requirements in CES L-4011 with cancellation of loads due to direction
and long/short term loading taken into consideration.
・ Locations and loading at anchor points as well as approximate routing
of piping shall be indicated on the loading data drawings.
△ △
1 t
3m 3m
△ △
1 t 1 t
1.5 1.5 1.5 1.5
△ △
1 t 1 t0.25t
11 2.5 1.5
△ △
0 .33t/m(×6m=2t)
TOTAL = 1ton
TOTAL = 2 ton
TOTAL = 2.5 ton
TOTAL = 2 ton
CDP L 3009 E R0Date: Apr.30,2001
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CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 16 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
(2) Thrust Force
・ Locations and forces shall be indicated where thrust forces occur by
expansion joint.
(3) Wind and Seismic Loads
・ When wind and seismic loads are required, locations and loads shall
be indicated.
[Note]
- For domestic projects (where High Pressure Gas Regulation is applicable),
when seismic design is required, meetings shall be held among related
disciplines and loads shall be computed and points shall be clearly informed.
(4) Vibration and Impact Loads
・ Pulsating loads in reciprocating compressors, and impact loads due
to pressure relief loads, start-up and shutdown of pumps, and sudden
opening/closing of valves shall be made clear of locations and
informed.
4.3 Stage Load
At 1st Step Issue (Rev. 0), even if detailed information is not available,
approximate sizes and locations of stages exceeding 1/3 of span, or over
one span shall be informed to Civil Group, because they affect the structural
design.
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 17 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
4.4 Other Loads(1)Electrical / Instrument Cable Load
・ Routes (location and width) of electrical and instrument cable ducts
shall be indicated on the drawing.
[Note]
- Piping Group shall coordinate the space allocation of pipe racks including
electrical and instrument cables.
- Loads shall be informed by Electrical and Instrument Groups. Piping Group
need not provide information on these loads.
5. PIPE RACK LOADING DATA FOR CIVIL DESIGN
5.1 Vertical Load
(1) Longitudinal Girder
・ Piping load shall be calculated from data in " Load Table for Pipe
Rack".
・ Concentrated Load and Uniform Load: Uniform load shall be grouped into
3 groups based on the location and magnitude. For large loads which
are not treated as uniform loads shall be treated as concentrated loads.
・ Loads on girders and intermediate beams shall be computed based on
pipes supported on girders only and pipes supported on both girders
and intermediate beams. However, at road crossings, intersections and
location of elevation changes, piping loads from large diameter piping
may act on intermediate beams. Consult with piping engineer in charge
for such cases.
For interpretation of loads, refer to Diagrams 5.1, 5.2, and 5.3.
・ Load where Elevation Changes
At locations where piping elevation changes, it shall be noted that
an additional weight of pipes needs to be accounted for.
Furthermore, it shall be confirmed that additional load due to
thermal expansion is included.
・ Future Load
Future piping is also included in the Piping Loading Table. - Such
piping load shall be indicated in the table.
For hydrostatic loads, only one pipe which is critical for the
design of the particular beam need to be considered and other pipes
CDP L 3009 E R0Date: Apr.30,2001
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CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 18 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
shall be considered to be empty. If it is clear that the
hydrostatic load is not critical for the design of the pipe rack,
it may be omitted.
(2) Load on Longitudinal Girders
・ At 1st Step Issue, the piping load on the longitudinal girders covers
the large diameter piping only. Therefore, in addition to those loads
indicated on the loading data from Piping Group, a concentrated load
of 1 ton shall be applied at midpoint of each longitudinal girder.
These concentrated loads shall be included in the foundation design.
However, for longitudinal girders such as those for yard pipe racks
and over the access, where it is clear that no pipes are supported,
such additional concentrated loads need not be considered.
・ At intersection or branch of pipe racks, it shall be confirmed from
the loading data that the same load as that on the framing girder is
acting on the longitudinal girder.
It shall be noted that an additional torsion load may occur depending
on the shape of the pipe support when pipes are supported on
structural members via pipe support.
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 19 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
Fig-5.1 Piping Load at Road CrossingsFig-5.1 Piping Load at Road CrossingsFig-5.1 Piping Load at Road CrossingsFig-5.1 Piping Load at Road Crossings
l1l2
l4 l4l3
h
W
PIPERACK WIDTH
Intermediate Beam
GirderIntermediate Beam
(FOR LONG SPAN & OVER PASS)
W2
W1
W3
l2l2l2l2
W1 = (① + ② +③X1.05X(l2 + l42
+h)/W = Kg/m
W2 = (① + ② +③X1.05X(l2 + l22
)/W = Kg/m
W3 = (① + ② +③X1.05X(l4 + l42
)/W = Kg/m
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 20 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
FIG-5.3 Load on Intermediate Beam When Pipes Are SupportedFIG-5.3 Load on Intermediate Beam When Pipes Are SupportedFIG-5.3 Load on Intermediate Beam When Pipes Are SupportedFIG-5.3 Load on Intermediate Beam When Pipes Are Supported
W = (① + ② +③X1.05X(l3 OR l4) / W = Kg/m
Girder
Intermediate Beam
W
PIPE
RACK
WID
TH
(UNIFORM LOAD)
Note-1)Same load acts on girders and shall be included in the design
Note-2) ① ,② ,③ ar e l oads i n Appendix-1 o f LOAD TA
l1 l2
l3 l3 l4 l4
W3
W2
W1
l3 l4
FIG-5.2 Load on Girder When Pipes Are Supported by Girder OnlyFIG-5.2 Load on Girder When Pipes Are Supported by Girder OnlyFIG-5.2 Load on Girder When Pipes Are Supported by Girder OnlyFIG-5.2 Load on Girder When Pipes Are Supported by Girder Only
W = (① + ② +③X1.05X(l1 + l2
2)/W = Kg/m
Girder
Intermediate Beam
W
PIPE
RACK
WID
TH
(UNIFORM LOAD)
l1 l2
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 21 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
5.2 Guide and Anchor Force
・ The piping loading data shall be followed. The direction of the force
and short/long term load shall be made clear and shall be reflected
in the design.
・ For a large force, modifying the detail of pipe guide/anchor such that
some sliding is allowed instead of completely fixity may reduce the
magnitude of the force. It shall be consulted with Piping Group,
especially when the loading data is revised so that member sizes will
not be revised.
・ When forces given in the loading data is very large, it shall be
consulted and confirmed with Piping Group.
5.3 Friction Force
・ Unless noted otherwise in Client's specifications, it shall be treated
as short term load (short term load in CSJS, and long term load in
CES)
・ Unless noted otherwise in Client's specifications, It shall be used
for the design of the beam where it is acting, and need not be considered
in the design of framing.
・ For those pipes anchored in a direction perpendicular to the girder,
the pipes will not move over the girders due to thermal movement;
therefore, it is not necessary to consider friction force at anchor
point.
[Note]
Even if some sliding is allowed at pipe anchor/guide points, it may not be
necessary to consider friction force.
・ Friction force shall be reduced depending on the number of pipes on
the girders. (Where specified, the Client's specification shall be
followed. Otherwise, CSJS shall be followed. However, attention
shall be paid to large diameter piping.)
5.4 Wind and Seismic Loads
・ Wind and seismic forces shall be computed according to the Client's
specifications or CSJS. In general, they can be computed based on the
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 22 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
weight given in "Load Table for Pipe Rack" and pipe sizes. However,
when the Client's specification requires to compute the wind load and
seismic load of individual piping at the fix point of pipes, such loads
shall be included in the loading data. (e. g. When seismic loads for
each pipe is to be computed according to the High Pressure Gas
Regulation in the domestic projects, and wind load on large diameter
piping at high elevation.)
・ In computing the wind load on the pipe rack along the longitudinal
direction, wind loads on pipes need not be considered.
5.5 Vibrating and Impact Load
・ It shall be consulted and confirmed with the Group who prepared the
loading data whether such loads are to be considered as long term loads
or short term loads. The result shall be incorporated in the design.
5.6 Design Allowance in Piping Load
・ For vertical loads, only the design contingency indicated on the piping
loading data shall be considered.
・ For anchor force, a possibility that the force may vary up to 20% when
sizing members based on the loading data at 1st Step.
5.7 Stage Load
・ When a detail of stage is not finalized, the self-weight and specified
live load shall be considered and included in the design of pipe rack.
・ A reduction of live load permitted in the design code and criteria
shall be considered.
5.8 Cable and Cable Rack
・ When the pipe rack is designed based on 6m longitudinal span, use of
cable duct/cable tray material which can span 6m without intermediate
beams shall be set as standard. However, there are cases, such as
branches and ends of pipe racks and when conduits are used, where
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 23 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
intermediate beams are required. Consult with Electrical and
Instrument Groups prior to start of design.
5.9 AFC
・ The location of AFC columns needs to be fixed at early stage. The
Mechanical Group shall coordinate with the vendor.
・ When a fireproofing is required for AFC, it shall be confirmed that
the weight of fireproofing is included in AFC loading data.
・ Normally, the AFC loading data includes the wind and seismic loads
acting on AFC. However, when the issue of such data is late, Civil
Group shall compute such loads.
6 DRAWINGS FOR LOADING DATA
The following information shall be prepared as the piping loading data:
(1)Load Table (Refer to APPENDIX-2 and APPENDIX-3)
・ The self weight of pipes and the weight of their contents in operation
and test in the direction of longitudinal span shall be prepared using
“Load Table for Pipe Rack”. Preliminary data at 1st-Step and the final
data in 2nd-Step shall be prepared and issued to Civil Group.
(2)Plan Drawing (Refer to APPENDIX-4)
・ As a minimum, the following items shall be included in Plan Drawings:
ISSUE STEPPLAN DRAWING
PRE. DATA FINAL DATA
a) Thermal loads due to restraints 1ST-STEP 2ND-STEP
b) Friction forces at restraints 1ST-STEP 2ND-STEP
c) Operating platforms / center walk way 1ST-STEP 2ND-STEP
d) Stairway / ladder 1ST-STEP 2ND-STEP
e) Bracing locations 1ST-STEP 2ND-STEP
f) Piping loads at supports 1ST-STEP 2ND-STEP
g) Cable ducts locations 1ST-STEP 2ND-STEP
h) AFC location / stage 1ST-STEP 2ND-STEP
CDP L 3009 E R0Date: Apr.30,2001
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CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 24 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
i) Some other reaction forces, such as discharge
reaction of PSV
- 2ND-STEP
j) Trolley beam locations 2ND-STEP 3RD-STEP
k) Loads of miscellaneous equipment 2ND-STEP 3RD-STEP
l) Opening of platforms ( Floor openings ) - 3RD-STEP
m) Embedded ( Insert ) plate locations - 3RD-STEP
(3)Elevation Drawing (Refer to APPENDIX-5)
・ As a minimum, the following items shall be included in Elevation
Drawings:
ISSUE STEPELEVATION DRAWING
PRE DATA FINAL DATA
a) Pipe rack width and height 1ST-STEP 2ND-STEP
b) Bracing locations 1ST-STEP 2ND-STEP
c) Dead and live loads on longitudinal beams 1ST-STEP 2ND-STEP
d) Center walkway 1ST-STEP 2ND-STEP
e) Stairway / ladder 1ST-STEP 2ND-STEP
f) Cable ducts locations 1ST-STEP 2ND-STEP
g) AFC location / elevation and stage elevation 1ST-STEP 2ND-STEP
h) Embedded ( Insert ) plate locations - 3RD-STEP
7 REVISION CONTROL AND FINAL LOADING DATA (DESIGN COMPLETION STAGE)
(1)Civil Group shall feed back the design load used by them to Piping Group.
Piping Group shall confirm how the net loading data is used in the civil
design.
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 25 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
(2)When the piping loading data is changed, Piping Group need not issue
the revised loading data to Civil Group when the revised loading data
is within the actual loading data used by Civil Group or within the value
of design development.
However, Piping Group shall show the record of revised loading data
clearly on the drawings.
[See Note-1]
(3)Piping Group shall ensure that information on all the anchor/guide forces
are given.
However, during design revised information need not be issued provided
that the changes in anchor/guide forces are within the limit described
below:
(*) For anchor point of each line, within 20% of the load and
within 500 kgf
However, Piping Group shall show the record of revised loading data
clearly on the drawings and shall inform Civil Group if the above limit
is exceeded. [See Note-1]
(4)To check the consistency of the final loading data at the time of
completion of PDS model, Piping Group shall check the loading data whether
it is within the design load used by Civil Group and inform them. [See
Note- 1]
[Note -1]
- Changes in load and location shall be indicated by crossing out the previous values
and adding the new data next to them so that the revision history can be identified
easily on the drawings.
8 CHECK LIST
APPENDIX-6 “Check List” highlights the items, which are to be considered
in preparation of the loading data. Piping Group shall improve the quality
CDP L 3009 E R0Date: Apr.30,2001
Rev:Rev:Rev:Rev: -
CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA
PREPARATION PROCEDURE Page: 26 of 26
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OF CHIYODA CORPORATION
(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED
IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.
of design by making clear the responsibility in checking items in APPENDIX-6
“Check List” and performing such checks.
9 APPENDICES
APPENDIX-1 : Conceptual Sketch of Pipe Rack
APPENDIX-2 : Form Sheet for Load Table
APPENDIX-3 : Sample of Load Table
APPENDIX-4 : Sample “Loading Data for Pipe Rack (Plan)”
APPENDIX-5 : Sample “Loading Data for Pipe Rack (Elevation)”
APPENDIX-6 : Check List
APPENDIX-7 : Variation in Load Which Is Equivalent to Load of 1 Ton
Applied at Midpoint of 6m Long Longitudinal Girder
APPENDIX-8 : Data in Actual Projects (Pipe Rack Loading Data in
Weight/m2)
Table-1
TABLE-1.1 ISSUE STEPS FOR PIPING LOAD DATA TABLE-1.1 ISSUE STEPS FOR PIPING LOAD DATA TABLE-1.1 ISSUE STEPS FOR PIPING LOAD DATA TABLE-1.1 ISSUE STEPS FOR PIPING LOAD DATA CDP L 3009 ER0
Page 1 of 1
SCHEDULE ( MONTH ) *1SCHEDULE ( MONTH ) *1SCHEDULE ( MONTH ) *1SCHEDULE ( MONTH ) *1
ISSUE STEPISSUE STEPISSUE STEPISSUE STEP PIPING LOAD DATA INFORMATION PIPING LOAD DATA INFORMATION PIPING LOAD DATA INFORMATION PIPING LOAD DATA INFORMATION STATUSSTATUSSTATUSSTATUS INFORMATION DRAWINGINFORMATION DRAWINGINFORMATION DRAWINGINFORMATION DRAWING PURPOSE AND ACTION BY CIVIL GROUPPURPOSE AND ACTION BY CIVIL GROUPPURPOSE AND ACTION BY CIVIL GROUPPURPOSE AND ACTION BY CIVIL GROUP 1111 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 15151515
1111 1ST-STEP1ST-STEP1ST-STEP1ST-STEP
1)PIPE RACK CONFIGURATION(WIDTH, HEIGHT,NUMBER OF LAYERS, COLUMN SPACING,INTERMEDIATE BEAMS, LOCATION OF STAIR) FIXED
CONTRACT AWARDCONTRACT AWARDCONTRACT AWARDCONTRACT AWARD
( REV.0 ) 2)LOCATION OF LONGITUDINAL GIRDER, LOAD*2 PRELIMINARY
PLOT/P&IDPLOT/P&IDPLOT/P&IDPLOT/P&ID
3)PIPE LAYOUT, UNIT WEIGHT, INDICATION OFPIPES ON INTERMEDIATE BEAMS PRELIMINARY
PIPING STUDYPIPING STUDYPIPING STUDYPIPING STUDY
4)GUIDE , ANCHOR & FRICTION FORCE PRELIMINARY
L/D PREPARATIONL/D PREPARATIONL/D PREPARATIONL/D PREPARATION
5)BRACE(VERTICAL, HORIZONTAL) LOCATION PRELIMINARY
6)LOCATION AND ELEVATION OF CENTERWALKWAY PRELIMINARY L/D ISSUE DATEL/D ISSUE DATEL/D ISSUE DATEL/D ISSUE DATE
1ST STEP1ST STEP1ST STEP1ST STEP 3RD STEP3RD STEP3RD STEP3RD STEP
7)OPERATING STAGE(LOCATION AND SIZE,APPROX FOR THOSE PLANNED BUT NOTFIXED) PRELIMINARY
2ND STEP2ND STEP2ND STEP2ND STEP
8)SIZE AND ROUTE OF CABLE DUCT PRELIMINARY
CIVIL DWG ISSUECIVIL DWG ISSUECIVIL DWG ISSUECIVIL DWG ISSUEDATEDATEDATEDATE
DWG IFR DWG IFR DWG IFR DWG IFR DWG IFCDWG IFCDWG IFCDWG IFC
9)AFC LOCATION, SHAPE AND LOAD OFHEADER SUPPORT PRELIMINARY STEEL CONSTRUCTIONSTEEL CONSTRUCTIONSTEEL CONSTRUCTIONSTEEL CONSTRUCTION
2222 2ND-STEP2ND-STEP2ND-STEP2ND-STEP1)LOCATION AND LOAD FOR LONGITUDINALGIRDER *2 FIXED
CALC(PILE)CALC(PILE)CALC(PILE)CALC(PILE) CALC(FDN, MEMBER, CONNECTION), DWGCALC(FDN, MEMBER, CONNECTION), DWGCALC(FDN, MEMBER, CONNECTION), DWGCALC(FDN, MEMBER, CONNECTION), DWG
( REV.1 ) 2)PIPE LAYOUT, UNIT WEIGHT, INDICATION OFPIPES ON INTERMEDIATE BEAMS FIXED
3)GUIDE , ANCHOR & FRICTION FORCE FIXED
PILE PURCHASEPILE PURCHASEPILE PURCHASEPILE PURCHASE STEEL PURCHASESTEEL PURCHASESTEEL PURCHASESTEEL PURCHASE
4)BRACE(VERTICAL, HORIZONTAL) LOCATION FIXED
FABRICATION DWGFABRICATION DWGFABRICATION DWGFABRICATION DWG
5)LOCATION AND ELEVATION OF CENTERWALKWAY FIXED
STEEL FABRICATIONSTEEL FABRICATIONSTEEL FABRICATIONSTEEL FABRICATION
6)ADDITION/REVISION OF OPERATING STAGEADDITION/REVI
SION
7)SIZE AND ROUTE OF CABLE DUCT FIXED
8)AFC LOCATION, SHAPE AND LOAD OFHEADER SUPPORT FIXED
PILING STARTPILING STARTPILING STARTPILING START FDN STARTFDN STARTFDN STARTFDN START ERECTION ERECTION ERECTION ERECTION
9)LOCATION AND LOAD FOR TROLLEY BEAM PRELIMINARY
HANDOVER TO PIPINGHANDOVER TO PIPINGHANDOVER TO PIPINGHANDOVER TO PIPING
10)SUPPORT AND LOAD OF MISCELLANEOUSEQUIPMENT SUCH AS SILENCER PRELIMINARY
RC PRECAST/ERECTIONRC PRECAST/ERECTIONRC PRECAST/ERECTIONRC PRECAST/ERECTION
3333 3RD-STEP3RD-STEP3RD-STEP3RD-STEP
1)INFORMATION ON DELETION OFLONGITUDINAL GIRDERS(NOT REQUIREDSTRUCTURALLY) FIXED
( REV.2 )2)ADDITION/DELETION OF OPERATING STAGE
ADDITION/REVISION
(PRIOR TO 3)LOCATION AND LOAD FOR TROLLEY BEAM FIXED
MATERIAL4)SUPPORT AND LOAD OF MISCELLANEOUSEQUIPMENT SUCH AS SILENCER FIXED
PROCUREMENT) 5)FLOOR OPENING( =>150 DIA) *3 FIXED
6)INSERT PLATE LOCATION (LOAD =>1 TON)*4 FIXED
*1: OVERALL PROJECT SCHEDULE IS 26-28 MONTHS AFTER CONTRACT AWARD. PIPING GENERAL ROUTING IS TO START AT 1-2 MONTHS AFTER CONTRACT AWARD.
DETAILED SCHEDULE SHALL BE SET FOR EACH PROJECT.
*2: ONLY THOSE LOADS GREATER THAN 1 TON (FOR LONGITUDINAL SPAN OF 6 M) SHALL BE INDICATED IN LOADING DATA.
*3: OPENINGS GREATER THAN OR EQUAL TO 150 DIA SHALL BE FIXED IN STEP 3. OPENINGS SMALLER THAN 150 DIA SHALL BE PROVIDED AT SITE. (PIPING GROUP AND CIVIL GROUP SHALL DISCUSS AND CONFIRM ON PROJECT BY PROJECT BASIS).
*4: FOR LOADS LESS THAN 1 TON, INSERT PLATE SHALL BE PROVIDED AT SITE BY USING CHEMICAL ANCHOR ETC.(PIPING GROUP AND CIVIL GROUP SHALL DISCUSS AND CONFIRM ON PROJECT BY PROJECT BASIS).
FOR UPDATE OF IFC DRAWINGS TO REFLECTMINOR ADDITION/REVISION SUCH ASOPERATING STAGE. SINCE STEEL MATERIALWILL BE ORDERED AT THIS STAGE, MAJORMEMBERS CANNOT BE REVISED AT THIS TIME.
PLAN, ELEVATION
STRUCTURAL PLANNING, INITIAL SIZING OFMAJOR STRUCTURAL MEMBERS,DEVELOPMENT OF INITIAL 3D MODEL,PROCUREMENT OF PILES
FOR DETAIL DESIGN(STEEL PROCUREMENT,PREPARATION OF FABRICATION DRAWINGS).FOR MEMBER SIZING AND FOUNDATIONDESIGN
MODEL, PLAN, ELEVATION,SECTION, LOAD TABLE
MODEL, PLAN, ELEVATION,SECTION, LOAD TABLE
APPENDIX-1CDP L 3009 E
Page 1 of 1
ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OFCHIYODA CORPORATION (CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATIONSHALL BE DISCLOSED TO OTHERS OR REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIORWRITTEN PERMISSION OF CHIYODA.
DETAIL-X
PRECAST CONCRETE PIPE RACK
CAST-IN-SITU CONCRETE PIPE RACK
STRUCTURAL STEEL PIPE RACK
DETAIL-X
CONCEPTUAL SKETCHES OFCONCEPTUAL SKETCHES OFCONCEPTUAL SKETCHES OFCONCEPTUAL SKETCHES OFPIPE RACKSPIPE RACKSPIPE RACKSPIPE RACKS
APPENDIX-2A
CDP L 3009 ER0
Page 1 of 1
PROJECT : PIPE RACK NAME : DOC NO. :
JOB No. : COLUMN No. : REV NO. :
PIPE RACK WIDTH : m DATE :
PIPE RACK HEIGHT :
LINE DATA INFORMATION DATA REMARKS
LINE NUMBERS SERVICE PIPE WALL INS. ① ② ③ ① + ② +③ ADDITIONAL SUPPORT POINT (NOTE-2) PIPE TO INDICATE ○
CLASS SIZE THK THK PIPE SPECIFIC FLUID TEST FLUID INSULATION WEIGHT INDICATE ○ INDICATE ○ OTHERS PIPE WHEN PIPE
(NPS) (Sch No) WEIGHT GRAVITY WEIGHT WEIGHT WEIGHT (NOTE-4) (NOTE-3) DISTANCE SIZE IS
mmkg/m kg/m kg/m kg/m kg/m kg mm
NOT FIXED
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
TOTAL 0 (kg/m2)
NOTES :NOTES :NOTES :NOTES :
- 1 WEIGHTS OF STEAM TRACER AND STEAM JACKET PIPE ARE TO BE INCLUDED IN PIPE WEIGHTS SHOWN ABOVE.
- 2 " GIRDER " MEANS A BEAM LOCATED AT A COLUMN, " INTERMEDIATE BEAM " MEANS A BEAM LOCATED BETWEEN COLUMNS OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN ) OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN ) OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN ) OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN )
- 3 WHEN SPECIAL CONSIDERATION IS NEEDED, INDICATE IN THIS COLUMN AND SHOW THE SUPPORT POINTS ON THE (1) LOADS OTHER THAN PIPE SUCH AS VALVES, FITTINGS AND BRANCH PIPE WEIGHTS : ( ①+②+③ )× 5 %
LOADING DATA INFORMATION DRAWINGS. (2) DESIGN DEVELOPMENT LOADS ( DESIGN CONTINGENCY ) : ( ①+②+③ )× %
- 4 WHEN NOT APPROPRIATE TO APPLY AVERAGE WEIGHT, SUCH AS AT ENDS OF PIPE RACK, CORNERS, AT LOCATIONS WHERE VALVES ARE
CONCENTRATED, AND AT SADDLE FOR LARGE DIAMETER PIPING, ADDITIONAL WEIGHTS SHALL BE INDICATED IN THIS COLUMN.
ONLY WHENON GIRDER
WHEN ONINTERMEDIATE
BEAM
LOAD TABLE FOR “ LOAD TABLE FOR “ LOAD TABLE FOR “ LOAD TABLE FOR “ ” PIPE RACK” PIPE RACK” PIPE RACK” PIPE RACK
APPENDIX-2B
CDP L 3009 ER0
Page 1 of 1
PROJECT : PIPE RACK NAME : DOC NO. :
JOB No. : COLUMN No. : REV NO. :
PIPE RACK WIDTH : m DATE :
PIPE RACK HEIGHT :
LINE DATA INFORMATION DATA REMARKS
LINE NUMBERS SERVICE PIPE WALL INS. ① ② ③ ① + ② +③ ADDITIONAL SUPPORT POINT (NOTE-2) PIPE TO INDICATE ○
CLASS SIZE THK THK PIPE SPECIFIC FLUID TEST FLUID INSULATION WEIGHT INDICATE ○ INDICATE ○ OTHERS PIPE WHEN PIPE
(NPS) (Sch No) WEIGHT GRAVITY WEIGHT WEIGHT WEIGHT (NOTE-4) (NOTE-3) DISTANCE SIZE IS
mmkg/m kg/m kg/m kg/m kg/m kg mm
NOT FIXED
0
0
0
0
0
0
0
0
TOTAL 0 (kg/m2)
AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAABBBB BBBB BBBB BBBB BBBB BBBB
AAAA : Manual input by designer
BBBB : Automatically calculate by "EXCEL"system
HOW TO MAKE LOAD TABLE FOR 2D DESIGN
ONLY WHENON GIRDER
WHEN ONINTERMEDIATE
BEAM
( A square meter load )
LOAD TABLE FOR “ LOAD TABLE FOR “ LOAD TABLE FOR “ LOAD TABLE FOR “ ” PIPE RACK” PIPE RACK” PIPE RACK” PIPE RACK
APPENDIX-2C
CDP L 3009 ER0
Page 1 of 1
PROJECT : PIPE RACK NAME : DOC NO. :
JOB No. : COLUMN No. : REV NO. :
PIPE RACK WIDTH : m DATE :
PIPE RACK HEIGHT :
LINE DATA INFORMATION DATA REMARKS
LINE NUMBERS SERVICE PIPE WALL INS. ① ② ③ ① + ② +③ ADDITIONAL SUPPORT POINT (NOTE-2) PIPE TO INDICATE ○
CLASS SIZE THK THK PIPE SPECIFIC FLUID TEST FLUIDINSULATION WEIGHT INDICATE ○ INDICATE ○ OTHERS PIPE WHEN PIPE
(NPS) (Sch No) WEIGHT GRAVITY WEIGHT WEIGHT WEIGHT (NOTE-4) (NOTE-3) DISTANCE SIZE IS
mmkg/m kg/m kg/m kg/m kg/m kg mm
NOT FIXED
0
0
0
0
0
0
TOTAL 0 (kg/m2)
AAAA AAAA AAAA AAAA AAAA AAAABBBB BBBB BBBB BBBB BBBB BBBB
CCCC CCCC CCCC CCCC CCCC CCCC
AAAA : Manual input by designer
B B B B : Automatically calculate by "EXCEL"system
CCCC : Automatically input by 3D-PDS MODEL
ONLY WHENON GIRDER
WHEN ONINTERMEDIAT
E BEAM
HOW TO MAKE LOAD TABLE FOR 3D-PDS DESIGNAutomatically input
continuously piping from
north or east side by 3D-
PDS MODEL
LOAD TABLE FOR “ LOAD TABLE FOR “ LOAD TABLE FOR “ LOAD TABLE FOR “ ” PIPE RACK” PIPE RACK” PIPE RACK” PIPE RACK
( A square meter load )
Appendix-3
CDP L 3009 ER0
Page 1 of 1
PROJECT : XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX PIPE RACK NAME : No. 1 Pipe RackNo. 1 Pipe RackNo. 1 Pipe RackNo. 1 Pipe Rack DOC NO. : ********************************
JOB No. : BBBBBBBBBBBBBBBBBBBB COLUMN No. : 1 - 31 - 31 - 31 - 3 REV NO. : 0000
PIPE RACK WIDTH : 8.0 8.0 8.0 8.0 m DATE : Feb. 20, 2000Feb. 20, 2000Feb. 20, 2000Feb. 20, 2000
PIPE RACK HEIGHT : 6.56.56.56.5
LINE DATA INFORMATION DATA REMARKS
LINE NUMBERS SERVICE PIPE WALL INS. ① ② ③ ① + ② +③ ADDITIONAL SUPPORT POINT (NOTE-2) PIPE TO INDICATE ○
CLASS SIZE THK THK PIPE SPECIFIC FLUID TEST FLUID INSULATION WEIGHT INDICATE ○ INDICATE ○ OTHERS PIPE WHEN PIPE
(NPS) (Sch No) WEIGHT GRAVITY WEIGHT WEIGHT WEIGHT (NOTE-4) (NOTE-3) DISTANCE SIZE IS
mmkg/m kg/m kg/m kg/m kg/m kg mm
NOT FIXED
COLUMN "F"COLUMN "F"COLUMN "F"COLUMN "F"
P-1001P-1001P-1001P-1001 A1A1A1A1 10101010 40404040 60606060 59.1959.1959.1959.19 0.860.860.860.86 41.8141.8141.8141.81 48.6248.6248.6248.62 8888 109.00109.00109.00109.00 ○○○○ 500500500500
P-1020P-1020P-1020P-1020 B1B1B1B1 1-1/21-1/21-1/21-1/2 80808080 5.415.415.415.41 1.001.001.001.00 1.141.141.141.14 1.141.141.141.14 0000 6.556.556.556.55 ○○○○ 330330330330
FUTURE PIPEFUTURE PIPEFUTURE PIPEFUTURE PIPE A1A1A1A1 4444 40404040 16.0216.0216.0216.02 1.001.001.001.00 8.228.228.228.22 8.228.228.228.22 0000 24.2424.2424.2424.24 ○○○○ 150150150150 If future piping exist,piping loads
FUTURE PIPEFUTURE PIPEFUTURE PIPEFUTURE PIPE 4444 40404040 16.0216.0216.0216.02 1.001.001.001.00 8.228.228.228.22 8.228.228.228.22 0000 24.2424.2424.2424.24 ○○○○ 150150150150 calculate a condition that piping
FUTURE PIPEFUTURE PIPEFUTURE PIPEFUTURE PIPE 4444 40404040 16.0216.0216.0216.02 1.001.001.001.00 8.228.228.228.22 8.228.228.228.22 0000 24.2424.2424.2424.24 ○○○○ 150150150150 of average size locate at future
FUTURE PIPEFUTURE PIPEFUTURE PIPEFUTURE PIPE 4444 40404040 16.0216.0216.0216.02 1.001.001.001.00 8.228.228.228.22 8.228.228.228.22 0000 24.2424.2424.2424.24 ○○○○ 150150150150 space.
CABLE DUCTCABLE DUCTCABLE DUCTCABLE DUCT 1000W1000W1000W1000W 100100100100
W-5001W-5001W-5001W-5001 AIAIAIAI 16161616 30303030 1.001.001.001.00 92.9892.9892.9892.98 117.87117.87117.87117.87 0000 92.9892.9892.9892.98 200200200200 ○○○○ 450450450450 ○○○○
COLUMN "E"COLUMN "E"COLUMN "E"COLUMN "E" 600600600600
0000
0000
0000
0000
0000
0000
TOTALTOTALTOTALTOTAL 305.49305.49305.49305.49 200200200200 8000800080008000 150.0150.0150.0150.0 (kg/m2)
NOTES :NOTES :NOTES :NOTES :
- 1 WEIGHTS OF STEAM TRACER AND STEAM JACKET PIPE ARE TO BE INCLUDED IN PIPE WEIGHTS SHOWN ABOVE.
- 2 " GIRDER " MEANS A BEAM LOCATED AT A COLUMN, " INTERMEDIATE BEAM " MEANS A BEAM LOCATED BETWEEN COLUMNS OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN ) OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN ) OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN ) OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN )
- 3 WHEN SPECIAL CONSIDERATION IS NEEDED, INDICATE IN THIS COLUMN AND SHOW THE SUPPORT POINTS ON THE (1) LOADS OTHER THAN PIPE SUCH AS VALVES, FITTINGS AND BRANCH PIPE WEIGHTS : ( ①+②+③ )× 5 %
LOADING DATA INFORMATION DRAWINGS. (2) DESIGN DEVELOPMENT LOADS ( DESIGN CONTINGENCY ) : ( ①+②+③ )× %
- 4 WHEN NOT APPROPRIATE TO APPLY AVERAGE WEIGHT, SUCH AS AT ENDS OF PIPE RACK, CORNERS, AT LOCATIONS WHERE VALVES ARE
CONCENTRATED, AND AT SADDLE FOR LARGE DIAMETER PIPING, ADDITIONAL WEIGHTS SHALL BE INDICATED IN THIS COLUMN.
ONLY WHENON GIRDER
WHEN ONINTERMEDIATE
BEAM
}
SAMPLESAMPLESAMPLESAMPLE
LOAD TABLE FOR “ LOAD TABLE FOR “ LOAD TABLE FOR “ LOAD TABLE FOR “ NO. 1 NO. 1 NO. 1 NO. 1 ” PIPE RACK” PIPE RACK” PIPE RACK” PIPE RACK
Appendix-6Appendix-6Appendix-6Appendix-6
CDP L 3009 ER0
Page 1 of 1
DWG No. :
PROJECT :
JOB No. : SIGN DATE SIGN DATE
No. CHECK ITEM LE REMARKS
( REVIEW )
1. LAYOUT
a. CONSISTENCY WITH PLOT PLAN AND ELEVATION DRAWINGS ○ ○
b.CONSTRUCTABILITY AND REQUIREMENT OF FUTURE PLAN ○ ○
c.SPACE FOR INSTRUMENT, ELECTRIC DISTRIBUTION PANEL, CABLE DUCT, ETC. ○ ○
d.ACCESS FOR EVACUATION ROUTE, FIRE FIGHTING, OPERATIONAL PATROL, ETC. ○ ○
2. PIPING
a.SUPPORT LOCATIONS AND LOADS ○ ○
b.ECONOMICAL DESIGN FOR PIPE SUPPORTS ( ESPECIALLY FOR AFC HEADER SUPPORTS ) ○ ○
c.SPACE AND LOADS FOR FUTURE PIPING AND INSTRUMENT & ELECTRICAL CABLE ○ ○
d. LOCATION AND THRUST FORCES AT ANCHOR, STOPPER & GUIDE POINTS ○ ○
e.SUPPORT LOCATION, HEIGHT AND LOADS FOR AFC HEADER PIPING ○ ○
3. ACCESS AND MAINTENANCE SPACE
a.MAINTENANCE FOR AFC ○ ○
b. MAINTENANCE FOR PUMP, MOTOR, ETC. ○ ○
c.CONFIRMATION WITH EQUIPMENT AND PLOT GROUPS FOR AFC MAINTENANCE FLOOR ○ ○
d. PLAN/ RULE FOR PROVISION OF SIDE WALK WAY FOR AFC AND ESCAPE ACCESS FROM AFC ○ ○
MAINTENANCE FLOOR
e.ACCESS TO VALVES, SB, FLANGES, SPRING HANGERS/ SUPPORTS, INSTRUMENT, ELECTRICAL ○ ○
SWITCHES
f. OPERATING STAGE AT BATTERY LIMIT FOR VALVES, SB AND PURGE CONNECTIONS ○ ○
g. INTER-CONNECTING WALK WAY WITH ADJACENT PLATFORM OF STRUCTURE & EQUIPMENT ○ ○
4. STRUCTURAL
a.LOCATION OF VERTICAL BRACE AND CONFIRMATION OF VIBRATION FORCE, IF ANY, WITH CIVIL GROUP ○ ○
b.SIZE OF STAGE & WALK WAY AND MAX. LENGTH OF LADDER ○ ○
c.STEP LADDER TO AFC SIDE WALK WAY ○ ○
d. REQUIREMENT OF MAINTENANCE TROLLEY BEAM FOR PUMP AND/OR MOTOR ○ ○
5. INTERFERENCE
a.INTERFERENCE BETWEEN PIPING AND COLUMN*, DIRDER*, BEAM*, VERTICAL & HORIZONTAL BRACE, ETC. ○ ○
( * EXPECTED SIZE )
b.LOCATION AND SIZE OF STAGE OPENING FOR PIPING ○ ○
b.INTERFERENCE BETWEEN PIPING AND EQUIPMENT, AUXILIARY EQUIPMENT, INSTRUMENT, CABLE DUCT ETC. ○ ○
( CHECK )
DESIGNERLE
DESIGNER
CHECK LISTPIPE RACK LOADING DATA
Appendix-7.1
CDP L 3009 ER
Page 1 of 1
Note for Loads in Longitudinal Direction
・ For 6 m longitudinal span (in longitudinal direction) pipe racks, longitudinal girders are sized
mainly based on slenderness ratios (flexural buckling lengths). Therefore, piping loads less
than 1 ton need not be informed.
Variation in equivalent load to 1 ton load acting at mid-span of 6m long longitudinal girdersVariation in equivalent load to 1 ton load acting at mid-span of 6m long longitudinal girdersVariation in equivalent load to 1 ton load acting at mid-span of 6m long longitudinal girdersVariation in equivalent load to 1 ton load acting at mid-span of 6m long longitudinal girders
is shown in this APPENDIX. is shown in this APPENDIX. is shown in this APPENDIX. is shown in this APPENDIX.
PIPE MATERIAL INSULATION
( Note 1 ) ( Note 2 )
CASE : 1 ・ ・ ・ ・ C.S NON
CASE : 2 ・ ・ ・ ・ C.S 50mm
CASE : 3 ・ ・ ・ ・ C.S 100mm
Notes :
1 PIPE : ASME standard
2 INSULATION : Heat insulator made of calcium silicate
INDEX
Variation in Load Which is Equivalent to Load of 1 Ton Applied atVariation in Load Which is Equivalent to Load of 1 Ton Applied atVariation in Load Which is Equivalent to Load of 1 Ton Applied atVariation in Load Which is Equivalent to Load of 1 Ton Applied atMidpoint of 6 m Long Longitudinal GirderMidpoint of 6 m Long Longitudinal GirderMidpoint of 6 m Long Longitudinal GirderMidpoint of 6 m Long Longitudinal Girder
Page 1 of 2
Appendix-7.2CDP L 3009 ER
REV NO.:0
DATE:4/30'99
CASE : 1CASE : 1CASE : 1CASE : 1 MADE BY:Y,SHITAYA
SPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITY
0000 0.50.50.50.5 1.01.01.01.0
PIPE WALL INS. ① ② ③ ① + ② + ② ③ ① + ② + ② ③ ① + ② + REMARKS
SIZE THK THK PIPE FLUID INSULATION ③ FLUID INSULATION ③ FLUID INSULATION ③
(NPS) (Sch No) WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
(mm) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m)
160 0 11.1 0.0 0 11.1 14 ( 0.93 TON) 0.7 0 11.8 14 ( 0.99 TON) 1.5 0 12.6 13 ( 0.98 TON)
2 80 0 7.5 0.0 0 7.5 21 ( 0.94 TON) 1.0 0 8.4 19 ( 0.96 TON) 1.9 0 9.4 17 ( 0.96 TON)
40 0 5.4 0.0 0 5.4 29 ( 0.95 TON) 1.1 0 6.5 25 ( 0.98 TON) 2.2 0 7.6 21 ( 0.96 TON)
160 0 21.4 0.0 0 21.4 7 ( 0.90 TON) 1.8 0 23.1 7 ( 0.97 TON) 3.5 0 24.9 6 ( 0.90 TON)
3 80 0 15.3 0.0 0 15.3 9 ( 0.82 TON) 2.1 0 17.4 9 ( 0.94 TON) 4.3 0 19.6 8 ( 0.94 TON)
40 0 11.3 0.0 0 11.3 14 ( 0.95 TON) 2.4 0 13.7 12 ( 0.99 TON) 4.8 0 16.1 10 ( 0.97 TON)
160 0 33.6 0.0 0 33.6 4 ( 0.81 TON) 3.0 0 36.6 4 ( 0.88 TON) 6.0 0 39.5 4 ( 0.95 TON)
4 80 0 22.4 0.0 0 22.4 7 ( 0.94 TON) 3.7 0 26.1 6 ( 0.94 TON) 7.4 0 29.8 5 ( 0.89 TON)
40 0 16.0 0.0 0 16.0 10 ( 0.96 TON) 4.1 0 20.1 8 ( 0.97 TON) 8.2 0 24.2 6 ( 0.87 TON)
160 0 66.0 0.0 0 66.0 2 ( 0.79 TON) 6.5 0 72.5 2 ( 0.87 TON) 13.0 0 79.0 2 ( 0.95 TON)
6 80 0 41.8 0.0 0 41.8 3 ( 0.75 TON) 8.1 0 49.9 3 ( 0.90 TON) 16.1 0 57.9 2 ( 0.70 TON)
40 0 27.7 0.0 0 27.7 5 ( 0.83 TON) 9.0 0 36.6 4 ( 0.88 TON) 17.9 0 45.6 3 ( 0.82 TON)
160 0 109.6 0.0 0 109.6 1 ( 0.66 TON) 11.4 0 121.0 1 ( 0.73 TON) 22.8 0 132.4 1 ( 0.79 TON)
8 80 0 63.8 0.0 0 63.8 2 ( 0.77 TON) 14.3 0 78.1 2 ( 0.94 TON) 28.6 0 92.4 1 ( 0.55 TON)
40 0 42.1 0.0 0 42.1 3 ( 0.76 TON) 15.7 0 57.8 2 ( 0.69 TON) 31.4 0 73.5 2 ( 0.88 TON)
80 0 94.0 0.0 0 94.0 1 ( 0.56 TON) 22.1 0 116.0 1 ( 0.70 TON) 44.2 0 138.1 1 ( 0.83 TON)
10 40 0 59.2 0.0 0 59.2 2 ( 0.71 TON) 24.3 0 83.5 1 ( 0.50 TON) 48.6 0 107.8 1 ( 0.65 TON)
20 0 41.2 0.0 0 41.2 4 ( 0.99 TON) 25.5 0 66.6 2 ( 0.80 TON) 50.9 0 92.1 1 ( 0.55 TON)
80 0 129.2 0.0 0 129.2 1 ( 0.78 TON) 31.6 0 160.8 1 ( 0.96 TON) 63.2 0 192.4 0 ( 0.00 TON)
12 40 0 78.3 0.0 0 78.3 2 ( 0.94 TON) 34.8 0 113.1 1 ( 0.68 TON) 69.7 0 148.0 1 ( 0.89 TON)
20 0 49.3 0.0 0 49.3 3 ( 0.89 TON) 36.7 0 86.0 1 ( 0.52 TON) 73.4 0 122.7 1 ( 0.74 TON)
80 0 157.7 0.0 0 157.7 1 ( 0.95 TON) 39.6 0 197.3 0 ( 0.00 TON) 79.2 0 236.9 0 ( 0.00 TON)
14 40 0 94.3 0.0 0 94.3 1 ( 0.57 TON) 43.7 0 138.0 1 ( 0.83 TON) 87.3 0 181.6 0 ( 0.00 TON)
20 0 67.7 0.0 0 67.7 2 ( 0.81 TON) 45.3 0 113.1 1 ( 0.68 TON) 90.7 0 158.4 1 ( 0.95 TON)
80 0 203.2 0.0 0 203.2 0 ( 0.00 TON) 51.9 0 255.1 0 ( 0.00 TON) 103.8 0 307.0 0 ( 0.00 TON)
MIN. LINE
QUANT.QUANT.
MIN. LINE MIN. LINE
QUANT.
PIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLE(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton) NON INSULATION
Page 2 of 2
Appendix-7.2CDP L 3009 ER
REV NO.:0
DATE:4/30'99
CASE : 1CASE : 1CASE : 1CASE : 1 MADE BY:Y,SHITAYA
SPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITY
0000 0.50.50.50.5 1.01.01.01.0
PIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLE(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton) NON INSULATION
16 40 0 123.3 0.0 0 123.3 1 ( 0.74 TON) 57.0 0 180.3 0 ( 0.00 TON) 114.0 0 237.3 0 ( 0.00 TON)
20 0 77.6 0.0 0 77.6 2 ( 0.93 TON) 59.9 0 137.6 1 ( 0.83 TON) 119.8 0 197.5 0 ( 0.00 TON)
80 0 254.4 0.0 0 254.4 0 ( 0.00 TON) 65.9 0 320.3 0 ( 0.00 TON) 131.8 0 386.1 0 ( 0.00 TON)
18 40 0 156.2 0.0 0 156.2 1 ( 0.94 TON) 72.1 0 228.3 0 ( 0.00 TON) 144.3 0 300.5 0 ( 0.00 TON)
20 0 87.5 0.0 0 87.5 1 ( 0.53 TON) 76.5 0 164.0 1 ( 0.98 TON) 153.0 0 240.6 0 ( 0.00 TON)
80 0 311.3 0.0 0 311.3 0 ( 0.00 TON) 81.5 0 392.8 0 ( 0.00 TON) 163.0 0 474.3 0 ( 0.00 TON)
20 40 0 183.6 0.0 0 183.6 0 ( 0.00 TON) 89.7 0 273.2 0 ( 0.00 TON) 179.3 0 362.9 0 ( 0.00 TON)
20 0 116.8 0.0 0 116.8 1 ( 0.70 TON) 93.9 0 210.7 0 ( 0.00 TON) 187.8 0 304.6 0 ( 0.00 TON)
80 0 442.3 0.0 0 442.3 0 ( 0.00 TON) 117.8 0 560.1 0 ( 0.00 TON) 235.5 0 677.9 0 ( 0.00 TON)
24 40 0 255.5 0.0 0 255.5 0 ( 0.00 TON) 129.7 0 385.2 0 ( 0.00 TON) 259.3 0 514.8 0 ( 0.00 TON)
20 0 140.6 0.0 0 140.6 1 ( 0.84 TON) 137.0 0 277.6 0 ( 0.00 TON) 274.0 0 414.5 0 ( 0.00 TON)
80 0 525.2 0.0 0 525.2 0 ( 0.00 TON) 137.8 0 663.0 0 ( 0.00 TON) 275.6 0 800.9 0 ( 0.00 TON)
26 40 0 299.0 0.0 0 299.0 0 ( 0.00 TON) 152.2 0 451.2 0 ( 0.00 TON) 304.4 0 603.4 0 ( 0.00 TON)
20 0 202.9 0.0 0 202.9 0 ( 0.00 TON) 158.3 0 361.2 0 ( 0.00 TON) 316.7 0 519.6 0 ( 0.00 TON)
Page 1 of 2
Appendix-7.3CDP L 3009 ER
REV NO.:0
DATE:4/30'99
CASE : 2CASE : 2CASE : 2CASE : 2 MADE BY:Y,SHITAYA
SPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITY
0000 0.50.50.50.5 1.01.01.01.0
PIPE WALL INS. ① ② ③ ① + ② + ② ③ ① + ② + ② ③ ① + ② + REMARKS
SIZE THK THK PIPE FLUID INSULATION ③ FLUID INSULATION ③ FLUID INSULATION ③
(NPS) (Sch No) WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
(mm) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m)
160 11.1 0.0 3.9 15.0 11 ( 0.99 TON) 0.7 3.9 15.7 10 ( 0.94 TON) 1.5 3.9 16.4 10 ( 0.99 TON)
2 80 50 7.5 0.0 3.9 11.3 14 ( 0.95 TON) 1.0 3.9 12.3 13 ( 0.96 TON) 1.9 3.9 13.3 12 ( 0.95 TON)
40 5.4 0.0 3.9 9.3 17 ( 0.95 TON) 1.1 3.9 10.4 15 ( 0.94 TON) 2.2 3.9 11.5 14 ( 0.97 TON)
160 21.4 0.0 4.7 26.1 6 ( 0.94 TON) 1.8 4.7 27.9 5 ( 0.84 TON) 3.5 4.7 29.6 5 ( 0.89 TON)
3 80 50 15.3 0.0 4.7 20.0 8 ( 0.96 TON) 2.1 4.7 22.2 7 ( 0.93 TON) 4.3 4.7 24.3 6 ( 0.88 TON)
40 11.3 0.0 4.7 16.1 10 ( 0.96 TON) 2.4 4.7 18.5 8 ( 0.89 TON) 4.8 4.7 20.9 7 ( 0.88 TON)
160 33.6 0.0 5.5 39.1 4 ( 0.94 TON) 3.0 5.5 42.1 3 ( 0.76 TON) 6.0 5.5 45.1 3 ( 0.81 TON)
4 80 50 22.4 0.0 5.5 27.9 5 ( 0.84 TON) 3.7 5.5 31.6 5 ( 0.95 TON) 7.4 5.5 35.3 4 ( 0.85 TON)
40 16.0 0.0 5.5 21.5 7 ( 0.90 TON) 4.1 5.5 25.6 6 ( 0.92 TON) 8.2 5.5 29.8 5 ( 0.89 TON)
160 66.0 0.0 7.1 73.0 2 ( 0.88 TON) 6.5 7.1 79.6 2 ( 0.95 TON) 13.0 7.1 86.1 1 ( 0.52 TON)
6 80 50 41.8 0.0 7.1 48.9 3 ( 0.88 TON) 8.1 7.1 56.9 2 ( 0.68 TON) 16.1 7.1 65.0 2 ( 0.78 TON)
40 27.7 0.0 7.1 34.7 4 ( 0.83 TON) 9.0 7.1 43.7 3 ( 0.79 TON) 17.9 7.1 52.7 3 ( 0.95 TON)
160 109.6 0.0 8.6 118.3 1 ( 0.71 TON) 11.4 8.6 129.6 1 ( 0.78 TON) 22.8 8.6 141.0 1 ( 0.85 TON)
8 80 50 63.8 0.0 8.6 72.4 2 ( 0.87 TON) 14.3 8.6 86.7 1 ( 0.52 TON) 28.6 8.6 101.0 1 ( 0.61 TON)
40 42.1 0.0 8.6 50.7 3 ( 0.91 TON) 15.7 8.6 66.4 2 ( 0.80 TON) 31.4 8.6 82.1 2 ( 0.99 TON)
80 94.0 0.0 10.2 104.1 1 ( 0.62 TON) 22.1 10.2 126.2 1 ( 0.76 TON) 44.2 10.2 148.3 1 ( 0.89 TON)
10 40 50 59.2 0.0 10.2 69.4 2 ( 0.83 TON) 24.3 10.2 93.7 1 ( 0.56 TON) 48.6 10.2 118.0 1 ( 0.71 TON)
20 41.2 0.0 10.2 51.4 3 ( 0.92 TON) 25.5 10.2 76.8 2 ( 0.92 TON) 50.9 10.2 102.3 1 ( 0.61 TON)
80 129.2 0.0 11.7 140.9 1 ( 0.85 TON) 31.6 11.7 172.5 0 ( 0.00 TON) 63.2 11.7 204.2 0 ( 0.00 TON)
12 40 50 78.3 0.0 11.7 90.0 1 ( 0.54 TON) 34.8 11.7 124.9 1 ( 0.75 TON) 69.7 11.7 159.7 1 ( 0.96 TON)
20 49.3 0.0 11.7 61.0 2 ( 0.73 TON) 36.7 11.7 97.7 1 ( 0.59 TON) 73.4 11.7 134.4 1 ( 0.81 TON)
80 157.7 0.0 12.9 170.6 0 ( 0.00 TON) 39.6 12.9 210.2 0 ( 0.00 TON) 79.2 12.9 249.8 0 ( 0.00 TON)
14 40 50 94.3 0.0 12.9 107.2 1 ( 0.64 TON) 43.7 12.9 150.8 1 ( 0.90 TON) 87.3 12.9 194.5 0 ( 0.00 TON)
20 67.7 0.0 12.9 80.6 2 ( 0.97 TON) 45.3 12.9 125.9 1 ( 0.76 TON) 90.7 12.9 171.3 0 ( 0.00 TON)
80 203.2 0.0 14.4 217.6 0 ( 0.00 TON) 51.9 14.4 269.5 0 ( 0.00 TON) 103.8 14.4 321.4 0 ( 0.00 TON)
16 40 50 123.3 0.0 14.4 137.7 1 ( 0.83 TON) 57.0 14.4 194.7 0 ( 0.00 TON) 114.0 14.4 251.7 0 ( 0.00 TON)
20 77.6 0.0 14.4 92.0 1 ( 0.55 TON) 59.9 14.4 152.0 1 ( 0.91 TON) 119.8 14.4 211.9 0 ( 0.00 TON)
MIN. LINE
QUANT.QUANT.
MIN. LINE MIN. LINE
QUANT.
PIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLE(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton) INSULATION:50mm
Page 2 of 2
Appendix-7.3CDP L 3009 ER
REV NO.:0
DATE:4/30'99
CASE : 2CASE : 2CASE : 2CASE : 2 MADE BY:Y,SHITAYA
SPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITY
0000 0.50.50.50.5 1.01.01.01.0
PIPE WALL INS. ① ② ③ ① + ② + ② ③ ① + ② + ② ③ ① + ② + REMARKS
SIZE THK THK PIPE FLUID INSULATION ③ FLUID INSULATION ③ FLUID INSULATION ③
(NPS) (Sch No) WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
(mm) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m)
MIN. LINE
QUANT.QUANT.
MIN. LINE MIN. LINE
QUANT.
PIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLE(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton) INSULATION:50mm
80 254.4 0.0 16.0 270.3 0 ( 0.00 TON) 65.9 16.0 336.2 0 ( 0.00 TON) 131.8 16.0 402.1 0 ( 0.00 TON)
18 40 50 156.2 0.0 16.0 172.2 0 ( 0.00 TON) 72.1 16.0 244.3 0 ( 0.00 TON) 144.3 16.0 316.4 0 ( 0.00 TON)
20 87.5 0.0 16.0 103.5 1 ( 0.62 TON) 76.5 16.0 180.0 0 ( 0.00 TON) 153.0 16.0 256.5 0 ( 0.00 TON)
80 311.3 0.0 17.5 328.8 0 ( 0.00 TON) 81.5 17.5 410.3 0 ( 0.00 TON) 163.0 17.5 491.8 0 ( 0.00 TON)
20 40 50 183.6 0.0 17.5 201.1 0 ( 0.00 TON) 89.7 17.5 290.7 0 ( 0.00 TON) 179.3 17.5 380.4 0 ( 0.00 TON)
20 116.8 0.0 17.5 134.3 1 ( 0.81 TON) 93.9 17.5 228.2 0 ( 0.00 TON) 187.8 17.5 322.1 0 ( 0.00 TON)
80 442.3 0.0 20.6 462.9 0 ( 0.00 TON) 117.8 20.6 580.7 0 ( 0.00 TON) 235.5 20.6 698.5 0 ( 0.00 TON)
24 40 50 255.5 0.0 20.6 276.1 0 ( 0.00 TON) 129.7 20.6 405.8 0 ( 0.00 TON) 259.3 20.6 535.5 0 ( 0.00 TON)
20 140.6 0.0 20.6 161.2 1 ( 0.97 TON) 137.0 20.6 298.2 0 ( 0.00 TON) 274.0 20.6 435.2 0 ( 0.00 TON)
80 525.2 0.0 22.2 547.4 0 ( 0.00 TON) 137.8 22.2 685.2 0 ( 0.00 TON) 275.6 22.2 823.0 0 ( 0.00 TON)
26 40 50 299.0 0.0 22.2 321.2 0 ( 0.00 TON) 152.2 22.2 473.4 0 ( 0.00 TON) 304.4 22.2 625.6 0 ( 0.00 TON)
20 202.9 0.0 22.2 225.0 0 ( 0.00 TON) 158.3 22.2 383.4 0 ( 0.00 TON) 316.7 22.2 541.7 0 ( 0.00 TON)
Page 1 of 2
Appendix-7.4CDP L 3009 ER
REV NO.:0
DATE:4/30'99
CASE : 3CASE : 3CASE : 3CASE : 3 MADE BY:Y,SHITAYA
SPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITY
0000 0.50.50.50.5 1.01.01.01.0
PIPE WALL INS. ① ② ③ ① + ② + ② ③ ① + ② + ② ③ ① + ② + REMARKS
SIZE THK THK PIPE FLUID INSULATION ③ FLUID INSULATION ③ FLUID INSULATION ③
(NPS) (Sch No) WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
(mm) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m)
160 11.1 0.0 9.2 20.3 8 ( 0.97 TON) 0.7 9.2 21.0 7 ( 0.88 TON) 1.5 9.2 21.7 7 ( 0.91 TON)
2 80 100 7.5 0.0 9.2 16.6 9 ( 0.90 TON) 1.0 9.2 17.6 9 ( 0.95 TON) 1.9 9.2 18.6 8 ( 0.89 TON)
40 5.4 0.0 9.2 14.6 11 ( 0.96 TON) 1.1 9.2 15.7 10 ( 0.94 TON) 2.2 9.2 16.8 9 ( 0.91 TON)
160 21.4 0.0 10.6 32.0 5 ( 0.96 TON) 1.8 10.6 33.7 4 ( 0.81 TON) 3.5 10.6 35.5 4 ( 0.85 TON)
3 80 100 15.3 0.0 10.6 25.9 6 ( 0.93 TON) 2.1 10.6 28.0 5 ( 0.84 TON) 4.3 10.6 30.2 5 ( 0.91 TON)
40 11.3 0.0 10.6 22.0 7 ( 0.92 TON) 2.4 10.6 24.4 6 ( 0.88 TON) 4.8 10.6 26.8 6 ( 0.96 TON)
160 33.6 0.0 11.9 45.5 3 ( 0.82 TON) 3.0 11.9 48.5 3 ( 0.87 TON) 6.0 11.9 51.5 3 ( 0.93 TON)
4 80 100 22.4 0.0 11.9 34.3 4 ( 0.82 TON) 3.7 11.9 38.0 4 ( 0.91 TON) 7.4 11.9 41.7 3 ( 0.75 TON)
40 16.0 0.0 11.9 27.9 5 ( 0.84 TON) 4.1 11.9 32.0 5 ( 0.96 TON) 8.2 11.9 36.2 4 ( 0.87 TON)
160 66.0 0.0 14.5 80.5 2 ( 0.97 TON) 6.5 14.5 87.0 1 ( 0.52 TON) 13.0 14.5 93.5 1 ( 0.56 TON)
6 80 100 41.8 0.0 14.5 56.3 2 ( 0.68 TON) 8.1 14.5 64.4 2 ( 0.77 TON) 16.1 14.5 72.4 2 ( 0.87 TON)
40 27.7 0.0 14.5 42.2 3 ( 0.76 TON) 9.0 14.5 51.1 3 ( 0.92 TON) 17.9 14.5 60.1 2 ( 0.72 TON)
160 109.6 0.0 17.1 126.7 1 ( 0.76 TON) 11.4 17.1 138.1 1 ( 0.83 TON) 22.8 17.1 149.5 1 ( 0.90 TON)
8 80 100 63.8 0.0 17.1 80.9 2 ( 0.97 TON) 14.3 17.1 95.2 1 ( 0.57 TON) 28.6 17.1 109.5 1 ( 0.66 TON)
40 42.1 0.0 17.1 59.2 2 ( 0.71 TON) 15.7 17.1 74.9 2 ( 0.90 TON) 31.4 17.1 90.6 1 ( 0.54 TON)
80 94.0 0.0 19.7 113.7 1 ( 0.68 TON) 22.1 19.7 135.8 1 ( 0.81 TON) 44.2 19.7 157.8 1 ( 0.95 TON)
10 40 100 59.2 0.0 19.7 78.9 2 ( 0.95 TON) 24.3 19.7 103.2 1 ( 0.62 TON) 48.6 19.7 127.5 1 ( 0.77 TON)
20 41.2 0.0 19.7 60.9 2 ( 0.73 TON) 25.5 19.7 86.4 1 ( 0.52 TON) 50.9 19.7 111.8 1 ( 0.67 TON)
80 129.2 0.0 22.3 151.5 1 ( 0.91 TON) 31.6 22.3 183.1 0 ( 0.00 TON) 63.2 22.3 214.7 0 ( 0.00 TON)
12 40 100 78.3 0.0 22.3 100.6 1 ( 0.60 TON) 34.8 22.3 135.4 1 ( 0.81 TON) 69.7 22.3 170.3 0 ( 0.00 TON)
20 49.3 0.0 22.3 71.6 2 ( 0.86 TON) 36.7 22.3 108.3 1 ( 0.65 TON) 73.4 22.3 145.0 1 ( 0.87 TON)
80 157.7 0.0 24.2 181.9 0 ( 0.00 TON) 39.6 24.2 221.5 0 ( 0.00 TON) 79.2 24.2 261.1 0 ( 0.00 TON)
14 40 100 94.3 0.0 24.2 118.5 1 ( 0.71 TON) 43.7 24.2 162.1 1 ( 0.97 TON) 87.3 24.2 205.8 0 ( 0.00 TON)
20 67.7 0.0 24.2 91.9 1 ( 0.55 TON) 45.3 24.2 137.3 1 ( 0.82 TON) 90.7 24.2 182.6 0 ( 0.00 TON)
80 203.2 0.0 26.8 230.0 0 ( 0.00 TON) 51.9 26.8 281.9 0 ( 0.00 TON) 103.8 26.8 333.8 0 ( 0.00 TON)
16 40 100 123.3 0.0 26.8 150.1 1 ( 0.90 TON) 57.0 26.8 207.1 0 ( 0.00 TON) 114.0 26.8 264.1 0 ( 0.00 TON)
20 77.6 0.0 26.8 104.4 1 ( 0.63 TON) 59.9 26.8 164.3 1 ( 0.99 TON) 119.8 26.8 224.2 0 ( 0.00 TON)
MIN. LINE
QUANT.QUANT.
MIN. LINE MIN. LINE
QUANT.
PIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLE(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton) INSULATION:100mm
Page 2 of 2
Appendix-7.4CDP L 3009 ER
REV NO.:0
DATE:4/30'99
CASE : 3CASE : 3CASE : 3CASE : 3 MADE BY:Y,SHITAYA
SPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITY
0000 0.50.50.50.5 1.01.01.01.0
PIPE WALL INS. ① ② ③ ① + ② + ② ③ ① + ② + ② ③ ① + ② + REMARKS
SIZE THK THK PIPE FLUID INSULATION ③ FLUID INSULATION ③ FLUID INSULATION ③
(NPS) (Sch No) WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT
(mm) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m)
MIN. LINE
QUANT.QUANT.
MIN. LINE MIN. LINE
QUANT.
PIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLE(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton) INSULATION:100mm
80 254.4 0.0 29.4 283.7 0 ( 0.00 TON) 65.9 29.4 349.6 0 ( 0.00 TON) 131.8 29.4 415.5 0 ( 0.00 TON)
18 40 100 156.2 0.0 29.4 185.6 0 ( 0.00 TON) 72.1 29.4 257.7 0 ( 0.00 TON) 144.3 29.4 329.8 0 ( 0.00 TON)
20 87.5 0.0 29.4 116.9 1 ( 0.70 TON) 76.5 29.4 193.4 0 ( 0.00 TON) 153.0 29.4 269.9 0 ( 0.00 TON)
80 311.3 0.0 31.9 343.3 0 ( 0.00 TON) 81.5 31.9 424.8 0 ( 0.00 TON) 163.0 31.9 506.3 0 ( 0.00 TON)
20 40 100 183.6 0.0 31.9 215.5 0 ( 0.00 TON) 89.7 31.9 305.1 0 ( 0.00 TON) 179.3 31.9 394.8 0 ( 0.00 TON)
20 116.8 0.0 31.9 148.7 1 ( 0.89 TON) 93.9 31.9 242.6 0 ( 0.00 TON) 187.8 31.9 336.5 0 ( 0.00 TON)
80 442.3 0.0 37.1 479.5 0 ( 0.00 TON) 117.8 37.1 597.2 0 ( 0.00 TON) 235.5 37.1 715.0 0 ( 0.00 TON)
24 40 100 255.5 0.0 37.1 292.7 0 ( 0.00 TON) 129.7 37.1 422.3 0 ( 0.00 TON) 259.3 37.1 552.0 0 ( 0.00 TON)
20 140.6 0.0 37.1 177.7 0 ( 0.00 TON) 137.0 37.1 314.7 0 ( 0.00 TON) 274.0 37.1 451.7 0 ( 0.00 TON)
80 525.2 0.0 39.7 564.9 0 ( 0.00 TON) 137.8 39.7 702.7 0 ( 0.00 TON) 275.6 39.7 840.6 0 ( 0.00 TON)
26 40 100 299.0 0.0 39.7 338.7 0 ( 0.00 TON) 152.2 39.7 490.9 0 ( 0.00 TON) 304.4 39.7 643.2 0 ( 0.00 TON)
20 202.9 0.0 39.7 242.6 0 ( 0.00 TON) 158.3 39.7 400.9 0 ( 0.00 TON) 316.7 39.7 559.3 0 ( 0.00 TON)
Appendix-8.1
CDP L 3009 ER0
Page 1 of 1
Data in Actual Projects ( Piping Data in Weight/ m2 )Data in Actual Projects ( Piping Data in Weight/ m2 )Data in Actual Projects ( Piping Data in Weight/ m2 )Data in Actual Projects ( Piping Data in Weight/ m2 )
INDEX
JOB NO. ATTACHMENT NO.
TCP : TURKMENBASHI CCR PLATFORMER PROJECT 51067 ・ ・ ・ ・ 1
SSP : SHARQ EXPANSION PROJECT 71003 ・ ・ ・ ・ 2
QMM : METHANOL / MTBE PROJECT 51073 ・ ・ ・ ・ 3
GKD : KAWASAKI DEVELOPMENT PROJECT 62445 ・ ・ ・ ・ 4
BZP : ベンゼン低減設備建設工事 62477 ・ ・ ・ ・ 5
PROJECT NAME
Page 1 of 2
Appendix-8.2CDP L 3009 ER0
PROJECT:PROJECT:PROJECT:PROJECT: TCPTCPTCPTCPJOB NO :JOB NO :JOB NO :JOB NO : 51067510675106751067
PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )
SECTION ELEVATION W AVE. SIZE LINE QTY LONGITUDINAL SPAN MAX. SIZE REMARKS(kg/m2) (B) (MAX.) (m) (B)
① 7000 135 6 21 7 12 (MP STEAM)
5000 200 6 16 7 16 (PROCESS)
② 7000 130 6 18 7 12 (MP STEAM)
5000 135 6 16 7 16 (PROCESS)
A B
EL +7,000
EL +5,000
9,000
Page 2 of 2
Appendix-8.2CDP L 3009 ER0
PROJECT:PROJECT:PROJECT:PROJECT: TCPTCPTCPTCPJOB NO :JOB NO :JOB NO :JOB NO : 51067510675106751067
PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )
SECTION ELEVATION W AVE. SIZE LINE QTY LONGITUDINAL SPAN MAX. SIZE REMARKS(kg/m2) (B) (MAX.) (m) (B)
①~② 7000 100 6 16 7 12 (MP STEAM)
5000 150 6 22 7 16 (PROCESS)
③ 7000 115 6 13 7 12 (MP STEAM)
5000 145 6 25 7 16 (PROCESS)
④ 7000 120 6 14 7 12 (C. WATER)
5000 140 6 23 7 16 (PROCESS)
⑤ 7000 120 6 16 7 12 (C. WATER)
5000 150 6 23 7 14 (PROCESS)
⑥ 7000 125 6 15 7 12 (C. WATER)
5000 130 4 22 7 12 (PROCESS)
⑦ 7000 130 6 17 7 14 (C. WATER)
5000 130 4 23 7 12 (PROCESS)
⑧ 7000 130 6 17 7 14 (C. WATER)
5000 140 4 14 7 8 (PROCESS)
⑨~⑩ 7000 135 8 14 7 14 (C. WATER)
5000 140 4 13 7 8 (PROCESS)
A B
EL +7,000
EL +5,000
9,000
Appendix-8.3CDP L 3009 ER0
Page 1 of 1PROJECT:PROJECT:PROJECT:PROJECT: SSPSSPSSPSSPJOB NO :JOB NO :JOB NO :JOB NO : 71003710037100371003
PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )
SECTION ELEVATION W AVE. SIZE LINE QTY LONGITUDINAL SPAN MAX. SIZE REMARKS(kg/m2) (B) (MAX.) (m) (B)
10,300 150 20 1 7 28 (FLARE)
A ~ D 8,800 200 7.2 22 7 24 (PSD)
6,700 150 3.5 35 7 8 (SCP)
10,300 150 20 3 E~F : 11 28 (FLARE)F~H : 6
E ~ I 8,800 200 7.6 18 H~I : 7 24 (PSD)
6,700 150 3.5 33 8 (MEG)
10,300 150 20 1 J~K : 7 28 (FLARE) K~L : 11.5
J ~ M 8,800 150 6.0 11 L~M : 5.5 12 (SCP)M~N : 3.5
6,700 150 5.0 26 16 (CLR)
PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )
SECTION ELEVATION W AVE. SIZE LINE QTY LONGITUDINAL SPAN MAX. SIZE REMARKS(kg/m2) (B) (m) (B)
10,300 120 28 1 N~P : 6 28 (FLARE)P~S : 7
N ~ U 8,800 120 6.9 12 S~T : 6 16 (NSB)T~U : 7
6,700 100 4.0 20 8 (MEG)
2 1
GL +10,300
GL +8,800
GL +6,700
9,500
Page 1 of 3
Appendix-8.4CDP L 3009 ER0
PROJECT:PROJECT:PROJECT:PROJECT: QMMQMMQMMQMMJOB NO :JOB NO :JOB NO :JOB NO : 51073510735107351073
PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )
SECTION ELEVATION W AVE. SIZE LINE QTY LONGITUDINAL SPAN MAX. SIZE REMARKS(kg/m2) (B) (MAX.) (m) (B)
①~⑥ 7000 195 5.6 27 8 22 (SWR) *1
5000 155 3.4 27 8 6 (PL)
⑦~⑰ 7000 210 7.2 25 8 24 (LS) *1
5000 190 3.3 22 8 6 (PL) *1
⑱ 7000 200 7.6 19 8 24 (LS) *1
5000 190 3.3 15 8 6 (PG) *1
⑲ 7000 200 7.6 18 8 24 (LS) *1
5000 210 4.9 15 8 26 (PG) *1
⑳ 7000 200 7.0 21 4 24 (LS) *1
5000 200 4.0 18 4 26 (PG) *1
21 7000 180 7.0 21 8 24 (LS)
5000 150 4.0 17 8 26 (PG)
22 ~ 25 7000 175 7.2 20 8 18 (LS)
5000 140 4.4 18 8 26 (PG)
26 7000 150 7.8 18 8 18 (LS)
5000 125 3.6 19 8 8 (LS)
27 7000 120 6.3 19 8 16 (LS)
5000 125 3.3 18 8 8 (LS)
*1: Piping load is big due to large diameter and heavy wall thickness piping. ( However impact of the piping loads on
structural design was not so big, since pipe rack was RC type and AFC`s were on it. )
A B
GL +7,000
GL +5,000
10,000
Page 2 of 3
Appendix-8.4CDP L 3009 ER0
PROJECT:PROJECT:PROJECT:PROJECT: QMMQMMQMMQMMJOB NO :JOB NO :JOB NO :JOB NO : 51073510735107351073
PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )
SECTION ELEVATION W AVE. SIZE LINE QTY LONGITUDINAL SPAN MAX. SIZE REMARKS(kg/m2) (B) (MAX.) (m) (B)
①~② 7000 175 7.5 14 8 36 (FL)
5000 175 4.4 16 8 10 (PL)
③ 7000 175 7.5 13 8 36 (FL)
5000 180 8.3 10 8 10 (PL)
④ 7000 175 7.5 13 8 36 (FL)
5000 210 11.5 8 8 20 (PL) *1
⑤ 7000 180 8.5 15 4 36 (FL)
5000 220 11.5 8 4 20 (PL) *1
⑥ 7000 160 8.5 15 8 36 (FL)
5000 250 11.4 9 8 24 (FG) *1
⑦ 7000 175 8.5 15 8 36 (FL)
5000 220 12.0 9 8 24 (FG) *1
⑧ 7000 175 7.5 15 8 36 (FL)
5000 225 13.5 8 8 24 (FG) *1
⑨ 7000 175 8.5 17 8 36 (FL)
5000 235 13.2 10 8 24 (FG) *1
⑩~⑪ 7000 175 8.5 17 8 36 (FL)
5000 185 12.2 11 8 24 (FG)
*1: Piping load is big due to large diameter and heavy wall thickness piping. ( However impact of the piping loads on
structural design was not so big, since pipe rack was RC type and AFC`s were on it. )
A B
GL +7,000
GL +5,000
10,000
Page 3 of 3
Appendix-8.4CDP L 3009 ER0
PROJECT:PROJECT:PROJECT:PROJECT: QMMQMMQMMQMMJOB NO :JOB NO :JOB NO :JOB NO : 51073510735107351073
PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )
SECTION ELEVATION W AVE. SIZE LINE QTY LONGITUDINAL SPAN MAX. SIZE REMARKS(kg/m2) (B) (MAX.) (m) (B)
⑫ 7000 200 9.5 17 8 36 (FL) *1
5000 185 11.3 11 8 30 (PG)
⑬~⑭ 7000 200 8.2 16 8 36 (FL) *1
5000 250 12.8 11 8 30 (PG) *1
⑮~⑯ 7000 215 8.9 18 8 36 (FL) *1
5000 270 14.0 7 8 30 (PG) *1
⑰ 7000 155 6.3 8 8 12 (LS)
5000 205 16.5 5 8 20 (FG) *1
*1: Piping load is big due to large diameter and heavy wall thickness piping. ( However impact of the piping loads on
structural design was not so big, since pipe rack was RC type and AFC`s were on it. )
A B
GL +7,000
GL +5,000
10,000
Appendix-8.5CDP L 3009 ER0
Page 1 of 2PROJECT:PROJECT:PROJECT:PROJECT: GKDGKDGKDGKDJOB NO :JOB NO :JOB NO :JOB NO : 62445624456244562445
PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )
SECTION ELEVATION W AVE. SIZE LINE QTY LONGITUDINAL SPAN MAX. SIZE REMARKS(kg/m2) (B) (MAX.) (m) (B)
9,250 190 8.2 17 A1~A5 : 8 34 (FLARE)A5~A12 : 6
A1~ A16 7,250 170 9.1 15 A12~A16 : 8 28 (M.STEAM)
5,750 170 5.0 26 26 (NITROGEN)
Aa Ab
EL +9,250
EL +7,250
EL +5,750
8,000
Appendix-8.5CDP L 3009 ER0
Page 2 of 2
PROJECT:PROJECT:PROJECT:PROJECT: GKDGKDGKDGKDJOB NO :JOB NO :JOB NO :JOB NO : 62445624456244562445
PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )
SECTION ELEVATION W AVE. SIZE LINE QTY LONGITUDINAL SPAN MAX. SIZE REMARKS(kg/m2) (B) (MAX.) (m) (B)
Ba ~ Bd 8,000 160 7.9 13 6 26 (MP N2)
6,500 175 6.3 18 6 16 (HP OXYGEN)
Bd ~ Bh 8,000 175 8.3 12 7 26 (MP N2)
6,500 175 6.9 13 7 16 (HP OXYGEN)
B1 B2
EL +8,000
EL +6,500
6,000
Appendix-8.6CDP L 3009 ER0
Page 1 of 1
PROJECT:PROJECT:PROJECT:PROJECT: BZPBZPBZPBZPJOB NO :JOB NO :JOB NO :JOB NO : 62477624776247762477
PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )
SECTION ELEVATION W AVE. SIZE LINE QTY LONGITUDINAL SPAN MAX. SIZE REMARKS(kg/m2) (B) (MAX.) (m) (B)
①~③ : 6③~④ : 4
①~⑦ 6,200 110 5.1 15 ④~⑤ : 8 14 (WCR)⑤~⑦ : 6
4,700 85 3.3 33 6 (RMT)
B C
EL +6,200
EL +4,700
9,000