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Rectangular Pressed Steel Tanks –

IS 804:1967 specifies the requirements for rectangular pressed mild steel tanks designed for storing cold or hot liquids up to 100°C, excluding tanks subjected to earth or external pressures other than wind. It covers tank types, materials, dimensions, fabrication, welding, coatings, and testing, providing detailed guidelines for manufacturing and erection. This standard is essential for engineers and manufacturers involved in designing, producing, and installing pressed steel tanks for water and similar liquids.

13Sections
130Clauses Indexed
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1967Edition
Structural Engineering and structural sectionsCategory
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What This Standard Covers

IS 804:1967 specifies the requirements for rectangular pressed mild steel tanks designed for storing cold or hot liquids up to 100°C, excluding tanks subjected to earth or external pressures other than wind. It covers tank types, materials, dimensions, fabrication, welding, coatings, and testing, providing detailed guidelines for manufacturing and erection. This standard is essential for engineers and manufacturers involved in designing, producing, and installing pressed steel tanks for water and similar liquids.

Who Uses This Standard

  • Structural Engineers
  • Mechanical Engineers
  • Tank Manufacturers
  • Quality Control Inspectors
  • Project Managers in Water Storage
  • Civil Engineers
  • Maintenance Engineers

Key Topics Covered

Tank types and configurations
Material specifications for steel plates and components
Plate thickness and dimensional requirements
Welding procedures and quality standards
Flange and joint design
Coating and painting requirements
Tank sizes, capacities, and weights
Erection and installation guidelines
Testing for leakage and structural integrity
Connection details and fittings
Temperature and liquid storage limitations
Purchaser and manufacturer agreement clauses

Table of Contents

1Scope

IS 804 - Scope Key Specifications & Tables

IS 804 covers design and dimensions of rectangular tanks with external flanges. Key data includes:

1. Typical Sizes & Weights (Clause 6.2, Table 4)

Nominal Size (m × m)Approx. Weight Empty (kg)
1.25 × 1.25250
5.00 × 3.752000
8.75 × 8.755950
10.00 × 5.004350

2. Tanks 5m Deep, Plate Thickness 5, 6, 8 mm (Clause 5.0)

Nominal Size (m × m)Plates No.Capacity (L)Weight Empty (kg)Outside Dim. (m) (L×B×D)
3.75 × 3.755770,2007,1003.90 × 3.90 × 5.08
7.50 × 7.50132280,80017,2007.65 × 7.65 × 5.08
16.25 × 16.253771,318,20050,70016.40 × 16.40 × 5.08

3. Tanks 2.5m Deep, Plate Thickness 5 & 6 mm (Clause 2.50)

Nominal Size (m × m)Plates No.Capacity (L)Weight Empty (kg)Outside Dim. (m) (L×B×D)
2.50 × 1.25147,8001,4002.65 × 1.40 × 2.58
5.00 × 3.754046,
2Definitions

IS 804: Key Definitions & Specifications

Clause 2.0 Definitions:

  • Cold Water or Liquid: Water/liquid with temperature ≤ 40°C.

Plate Thickness (Clause 6.3, Table 5)

Depth of Tank (m)Plate LocationMinimum Thickness (mm)
1.25Bottom, sides (cubic tank)3.15
2.50Bottom, 1st tier of sides6.0
Top tier of sides5.0
3.75Bottom, 1st tier of sides6.0
2nd tier of sides6.0
Top tier of sides5.0
5.00Bottom, 1st tier of sides8.0
2nd & 3rd tier of sides6.0
Top tier of sides5.0

Tank Dimensions & Capacities (Examples)

Nominal Size (m x m)Plates No.Capacity (L)Weight Empty (kg)Outside Dimensions (m) (L x B x D)
2.50 × 1.25147,8001,4002.65 × 1.40 × 2.58
5.00 × 3.754046,8004,1005.15 × 3.90 × 2.58
6.25 × 6.25105195,00013,5506.40 × 6.40 × 5.08

Notes:

  • Thickness varies by tank depth and plate location.
  • Dimensions and weights increase with tank size.
  • Use these tables for preliminary design and selection.
flowchart TD
    A[Tank Depth] --> B{Plate Location
3Types of Pressed Steel Tanks

IS 804: Key Specifications & Types of Pressed Steel Tanks

Types of Pressed Steel Tanks (Clause 3.1)

  • Type 1: All flanges external
  • Type 2: All flanges internal
  • Type 3: Bottom flanges internal, side flanges external

(Refer Fig. 1 in IS 804 for flange locations)

Dimensions & Thickness (Clause 6.2 & 3.15)

  • Depths available: 1.25 m, 2.50 m, 3.75 m, 5.00 m
  • Sheet thickness: 3.15 mm (uniform for all tanks)
  • Type 1 tanks: Open tops, sizes, weights, and capacities detailed in Tables 1-4 of IS 804

Typical Parameters for Type 1 Tanks (Example from tables)

Depth (m)Approx. Weight (kg)Nominal Capacity (liters)
1.25Refer Table 1Refer Table 1
2.50Refer Table 2Refer Table 2
3.75Refer Table 3Refer Table 3
5.00Refer Table 4Refer Table 4

Advantages (Clause 0.2)

  • Ease of erection & dismantling
  • Standardized construction
  • Facilitates transport & re-erection

flowchart LR
    A[Pressed Steel Tanks] --> B[Type 1: All flanges external]
    A --> C[Type 2: All flanges internal]
    A --> D[Type 3: Bottom internal, Side external]

For detailed dimensions and weights, consult Tables 1-4 in IS 804.

4Materials

IS 804 - Materials: Key Specifications for Tank Plates

1. Minimum Plate Thickness (Clause 6.3, Table 5)

Depth of Tank (m)Plate LocationThickness (mm)
1.25Bottom, sides (cubic tank only)3.15
2.50Bottom & first tier of sides6.0
Top tier of sides5.0
3.75Bottom & first tier of sides6.0
Second tier of sides6.0
Top tier of sides5.0
5.00Bottom & first tier of sides8.0
Second & third tier of sides6.0
Top tier of sides5.0
  • Note: For hot liquids with specific gravity ≤ 1.0, minimum thickness is 6.0 mm (Clause 6.3.1).

2. Material Specifications

  • Structural steel as per IS 226 (Third Revision, 1975)
  • Hot rolled carbon steel sheet and strip as per IS 513 (Third Revision, 1973)
  • Fasteners: Black hexagonal bolts and nuts as per relevant IS standards
  • Welding electrodes as per IS 814 (Parts I & II) - 1974

3. Typical Tank Sizes & Capacities (Examples from Clause 2.50 and 5.0)

Depth (m)Size (L×B) mPlates No.Capacity (Liters)Weight Empty (kg)Plate Thickness (mm)
2.502.50 × 1.25147,8001,4005.0 / 6.0
3.753.75 × 3.753335,1003,3506.0
5Components and Jointing Materials

IS 804: Components and Jointing Materials – Key Points

1. Jointing Material (Clause 5.3)

  • Must be insoluble in the stored liquid.
  • Should withstand temperature variations of the liquid (see Clause 1.2).
  • Type depends on tank use; selection agreed between purchaser and manufacturer.
  • Ensures leak-tightness and durability.

2. Sheet Thickness (Clause 3.15)

  • Uniform thickness of 3.15 mm for tank sheets.

3. Capacity Considerations

  • Tanks with joints as per Fig. 2 have a slight reduction in capacity due to joint volume.
  • This reduction is proportionate and should be accounted for in design.

Typical Specifications Summary (from Table 2 and Clauses)

ParameterValue/Specification
Sheet Thickness3.15 mm
Jointing MaterialInsoluble & temperature resistant
Capacity AdjustmentSlight reduction due to joints

Practical Notes:

  • Choose jointing material compatible chemically and thermally.
  • Account for capacity loss in design calculations.
  • Use external flanges as per Table 2 for standard sizes and weights.
flowchart LR
    A[Stored Liquid] --> B[Tank Sheet (3.15 mm)]
    B --> C[Jointing Material]
    C --> D[Insoluble & Temp Resistant]
    D --> E[Ensures Leak-tightness]
    E --> F[Capacity Slightly Reduced]

This ensures safe, durable tanks with predictable capacity.

6Dimensions and Plate Thickness

IS 804: Dimensions & Plate Thickness for Steel Tanks

1. Minimum Plate Thickness (Clause 6.3, Table 5)

Depth of Tank (m)Plate LocationThickness (mm)
1.25Bottom, sides (cubic tank only)3.15
2.50Bottom & 1st tier of sides6.0
Top tier of sides5.0
3.75Bottom & 1st tier of sides6.0
2nd tier of sides6.0
Top tier of sides5.0
5.00Bottom & 1st tier of sides8.0
2nd & 3rd tier of sides6.0
Top tier of sides5.0

2. Typical Tank Dimensions & Plate Numbers (Select Depths)

Depth (m)Nominal Size (L×B, m)Plates No.Capacity (L)Weight Empty (kg)Outside Dimensions (m) L×B×D
2.505.00 × 2.503231,2003,3005.15 × 2.65 × 2.58
3.755.00 × 3.755470,2006,1005.15 × 3.90 × 3.83
5.006.25 × 6.25105195,00013,5506.40 × 6.40 × 5.08

3. Notes on Plate Thickness & Dimensions

  • Bottom plates are always thicker due to higher hydrostatic pressure.
  • Side plates thickness varies by tier; lower tiers thicker than top
7Fabrication and Welding

IS 804: Fabrication and Welding Key Points

Welding (Clause 7.7)

  • Welding by metal arc process per IS 816-1956.
  • Plates and connections must be clean, smooth edges, pads in full contact.
  • Welds made down hand position.
  • Weld size as per Figs. 5 to 9 (e.g., pad welds, socket welds).
  • Welds must be even, crack-free, fully fused, no undercut or blow holes.

Fabrication (Clause 7.1)

  • Plates heated uniformly and formed in press or pressed cold with V-die flanges.
  • Flanges pressed square or at 45°.
  • Bolt holes drilled/punched accurately; spacing ≤ 80 mm.
  • Bolt diameters:
    • For 1.25 m³ tanks: 12 mm (roof up to 10 mm or 8 mm with ≤ 55 mm spacing).
    • Other tanks: 14 mm or more (roof up to 12 mm).
  • Washers recommended under nuts.

Plate Thickness (Clause 6.3, Table 5)

Tank Depth (m)LocationThickness (mm)
1.25Bottom, sides (cubic)3.15
2.50Bottom, 1st tier sides6.0
Top tier sides5.0
3.75Bottom, 1st & 2nd tiers6.0
Top tier sides5.0
5.00Bottom, 1st tier sides8.0
2nd & 3rd tier sides6.0
Top tier sides5.0

Welding Joint Types (Fig. 5 to 9 Summary)

  • Fig. 5: Tapped socket/boss welded to tank plate.
  • Fig. 6: Screwed flange welded to tank plate.
  • Fig. 7: Single pad welded.
  • Fig. 8: Double pad welded (for 50 mm pipe).
  • **Fig.
8Erection and Installation

IS 804: Erection and Installation Key Points

1. Erection Guidelines (Clause 8.1 & 8.2)

  • Tanks must be erected as per manufacturer’s detailed drawings and instructions.
  • For tanks with external flanges at ground level, ensure adequate working space all around, underneath, and above the tank for safe erection.

2. Minimum Plate Thickness (Clause 6.3, Table 5)

Depth of Tank (m)Location of PlatesThickness (mm)
1.25Bottom, sides (cubic tank only)3.15
2.50Bottom & 1st tier of sides6.0
Top tier of sides5.0
3.75Bottom & 1st tier of sides6.0
2nd tier of sides6.0
Top tier of sides5.0
5.00Bottom & 1st tier of sides8.0
2nd & 3rd tier of sides6.0
Top tier of sides5.0

3. Support & Access (Clause 1.25, Fig. 10 & 11)

  • Provide rolled steel joist supports with a minimum clearance of 0.65 m for access during erection and maintenance.
  • Alternatively, dwarf wall supports may be used for pressed steel tanks.
flowchart TD
    A[Start Erection] --> B[Check Manufacturer Drawings]
    B --> C[Prepare Site & Supports]
    C --> D[Ensure 0.65m Access Clearance]
    D --> E[Assemble Plates per Thickness Table]
    E --> F[Allow Working Space Around Tank]
    F --> G[Complete Installation]

Summary: Follow drawings, maintain plate thickness as per depth, provide proper supports & access, and ensure working space for safe erection and maintenance.

9Testing

IS 804 - Testing: Key Specifications & Tables

1. Minimum Nominal Thickness of Plates (Clause 6.3, Table 5)

Depth of Tank (m)Plate LocationThickness (mm)
1.25Bottom, sides (cubic tank)3.15
2.50Bottom & first tier of sides6.0
Top tier of sides5.0
3.75Bottom & first tier of sides6.0
Second tier of sides6.0
Top tier of sides5.0
5.00Bottom & first tier of sides8.0
Second & third tier of sides6.0
Top tier of sides5.0

2. Typical Tank Sizes, Weights & Capacities

  • Clause 6.2 & 2.50m depth tanks (Table 4):
Nominal Size (L×B) mPlates No.Capacity (L)Weight Empty (kg)Outside Dimensions (L×B×D) m
2.50 × 1.25147,8001,4002.65 × 1.40 × 2.58
5.00 × 2.503231,2003,3005.15 × 2.65 × 2.58
8.75 × 3.756181,9006,3008.90 × 3.90 × 2.58
  • Clause 5.0 (5m depth tanks):
Nominal Size (L×B) mPlates No.Capacity (L)Weight Empty (kg)Outside Dimensions (L×B×D) m
10Marking and Identification

IS 804: Marking and Identification Key Points

1. Marking Requirements (Clause 12.1)

  • Attach a nameplate prominently showing:
    • Manufacturer's name
    • Capacity
    • Dimensions
    • Other purchaser-required details
  • Use indelible identification marks for easy erection and site fabrication.

2. Standard Mark (Clause 12.1.1)

  • The Standard Mark certifies compliance with IS 804 under BIS supervision.
  • Its use is governed by the Bureau of Indian Standards Act, 1986.
  • Indicates quality control and continuous conformity checks by BIS.
  • License for use of the Standard Mark must be obtained from BIS.

3. Information to Supply with Enquiry/Order (Appendix A)

  • Specify:
    • Type of tank (Type 1, 2, or 3)
    • Type, number, and position of manholes and covers

4. Approximate Empty Weight Table (for tanks of various nominal sizes)

Nominal Size (m × m)Approx. Total Weight Empty (kg)
1.25 × 1.25250
2.50 × 1.25650
3.75 × 1.25850
5.00 × 1.251100
2.50 × 2.50950
3.75 × 2.501250
5.00 × 2.501550
6.25 × 2.501850
3.75 × 3.751650
5.00 × 3.752000
6.25 × 3.752400
7.50 × 3.752800
8.75 × 3.753150
5.00 × 5.002500
6.25 × 5.002950
7.50 × 5
11Purchaser and Manufacturer Agreement

IS 804 - Purchaser and Manufacturer Agreement: Key Points

1. Plate Thickness (Clause 6.3.2)

  • For liquids with specific gravity > 1.0 (cold/hot), plate thickness shall be mutually agreed between purchaser and manufacturer.

2. Material Marking (Clause 12.1.1)

  • Material may bear the BIS Standard Mark, ensuring compliance with BIS inspection, testing, and quality control.

3. Information to be Supplied by Purchaser (Appendix A, Clause 0.5)

Purchaser must provide:

DetailDescription
a)Tank type (Type 1, 2, or 3), cover, manholes
b)Capacity (litres) or dimensions (multiples of 1.25 m)
c)Space/accessibility, erection location (indoor/outdoor), partitions
d)Liquid nature, specific gravity, corrosiveness, water hardness
e)Max temperature and boiling point of liquid
f)Jointing materials, internal/external coatings or lagging
g)Connections, drilling, and location details with sketches
h)External ladders requirement
j)Supporting structure details and tank bottom height
k)Transverse support bearers details
m)Inspection by purchaser's representative at manufacturer’s works
n)Site conditions if erection/testing at site, availability of test liquid

4. Inspection & Quality Control (Clause 10.1 & 11.1)

  • Purchaser or rep. has right to inspect and reject non-conforming materials.
  • Components must be packed securely to prevent damage during transit.

Summary Diagram of Agreement Flow

flowchart TD
    A[Purchaser] -->|Provide detailed info| B[Manufacturer]
    B -->|Manufacture as per IS 804| C[Inspection by Purchaser]
    C -->|Approve or Reject| B
    B -->|Deliver packed components| A

Note: Thickness and other technical parameters for specific liquids must be jointly decided; refer to IS 804 Appendix A for detailed purchaser info requirements.

12Name Plate and Identification

IS 804: Name Plate and Identification (Clause 12.1)

  • Name Plate Requirements:

    • Must show manufacturer's name, capacity, dimensions, and other purchaser-required details.
    • Should be prominently visible and properly attached.
  • Identification Marks:

    • Indelible marks by supplier to aid erection, site fabrication, and installation.

Key Tables & Specifications

1. Minimum Nominal Thickness of Plates (Clause 6.3)

Depth of Tank (m)Location DescriptionThickness (mm)
1.25Bottom, sides (cubic tank only)3.15
2.50Bottom & first tier of sides6.0
Top tier of sides5.0
3.75Bottom & first tier of sides6.0
Second tier of sides6.0
Top tier of sides5.0
5.00Bottom & first tier of sides8.0
Second & third tier of sides6.0
Top tier of sides5.0

2. Tank Dimensions & Capacities (Examples)

Nominal Size (m x m)Plates in TankCapacity (Litres)Weight Empty (kg)Outside Dimensions (L x B x D, m)
5.00 x 3.756893,6008,8505.15 x 3.90 x 5.08
7.50 x 6.25118234,00015,3007.65 x 6.40 x 5.08
10.00 x 8.75176436,80023,15010.15 x 8.90 x 5.08
Appendix AInformation to be Supplied by Purchaser

IS 804 - Information to be Supplied by Purchaser (Appendix A, Clause 0.5)

Purchaser must provide the following key details when ordering tanks:

  • Type of tank: Type 1, 2, or 3; cover type; number, position, and type of manholes.
  • Capacity or dimensions: Litres or multiples of 1.25 m (length, breadth, depth).
  • Site conditions: Space, accessibility, indoor/outdoor erection, partitions.
  • Liquid properties: Nature, specific gravity, corrosiveness, hardness (if water), max temperature, boiling point.
  • Special requirements: Jointing material, internal/external coatings or lagging.
  • Connections: Type, number, location with sketches.
  • Access: External ladders if required.
  • Support structure: Details and height above ground.
  • Transverse supports: Span and end support details.
  • Inspection & testing: Whether purchaser’s representative will inspect, and site conditions for erection/testing.

Key Tables for Tank Dimensions & Capacities

Nominal Size (m)Plates No.Capacity (L)Weight Empty (kg)Outside Dimensions (m) (L×B×D)
5.00 × 3.756893,6008,8505.15 × 3.90 × 5.08
6.25 × 5.0092156,00011,8006.40 × 5.15 × 5.08
7.50 × 6.25118234,00015,3007.65 × 6.40 × 5.08
10.00 × 8.75176436,80023,15010.15 × 8.90 × 5.08

(For tanks 5 m deep, plate thickness 5–8 mm)


Summary Diagram of Information Flow

flowchart TD
    A[Purchaser] --> B

Popular Questions About IS 804

?What types of rectangular pressed steel tanks are covered under IS 804?

IS 804 covers Rectangular Pressed Mild Steel Tanks primarily used for water storage. Key points:

  • Tanks are made from pressed mild steel sheets, typically 3.15 mm thick throughout.
  • The standard applies to rectangular sectional tanks, assembled from pressed steel panels.
  • These tanks are favored for ease of erection, transport, dismantling, and re-erection.
  • The standard aligns with IS 1730-1962 for materials and incorporates international practices (based on B.S. 1564:1949).
  • It covers standard dimensions, construction, and erection of these tanks.

Types covered under IS 804:

  • Sectional rectangular tanks made of pressed mild steel sheets.
  • Tanks designed for modular assembly from standard pressed panels.
  • Tanks suitable for water storage in domestic, industrial, and agricultural applications.
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Summary: IS 804 specifies rectangular, sectional, pressed mild steel tanks with uniform sheet thickness, focusing on standardization, ease of assembly, and material quality.

?What are the material requirements for steel plates and components?

Material Requirements for Steel Plates and Components (IS 804):

  • Steel Grade:

    • Mild steel plates must conform to IS 226-1962 (Standard Quality Steel).
    • Mild steel sheets for pressed tanks must be grade St 34 as per IS 1079-1963.
  • Plate Forming:

    • Plates should be uniformly heated and pressed in a furnace or cold pressed with V-die flanges and welded corners (no cracks allowed).
    • Re-drawing plates to meet dimensions is not permitted.
    • Flanges pressed square or partly square/45° to plate face (see IS 804 figs. 2-4).
    • Plates, bars, stays must be leveled and straightened before/after punching or drilling.
  • Bolt Hole & Flange Details:

    • Bolt hole spacing ≤ 80 mm.
    • Bolt diameter:
      • For 1.25 m³ tanks: 12 mm (roof up to 10 mm or 8 mm with max 55 mm spacing).
      • Other tanks: normally 14 mm or more (roof up to 12 mm).
    • Washers under nuts recommended where necessary.
  • Plate Thickness:

    • For hot liquids (SG ≤ 1.0), thickness per Table 5 (min 6 mm).
    • For cold/hot liquids (SG > 1.0), thickness as agreed between purchaser and manufacturer.

Summary Table: Steel Plate Standards

ParameterSpecification
Plate MaterialIS 226-1962 (Mild Steel Plates)
Sheet MaterialIS 1079-1963 Grade St 34
Bolt Diameter (1.25 m³)12 mm (roof 10 or 8 mm)
Bolt Diameter (Others)≥ 14 mm (roof up to 12 mm)
Max Bolt Hole Spacing80 mm
Min Plate Thickness6 mm (for SG ≤ 1.0 liquids)

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?How thick should the plates be for different tank depths and liquid types?

According to IS 804 Clause 6.3 and Table 5, the minimum nominal thickness of plates for tanks storing cold liquids with specific gravity ≤ 1.0 is as follows:

Tank Depth (m)Plate LocationThickness (mm)
1.25Bottom, sides (cubic tank)3.15
2.50Bottom, 1st tier of sides6.0
Top tier of sides5.0
3.75Bottom, 1st tier of sides6.0
2nd tier of sides6.0
Top tier of sides5.0
5.00Bottom, 1st tier of sides8.0
2nd and 3rd tier of sides6.0
Top tier of sides5.0

Additional notes:

  • For hot liquids with specific gravity ≤ 1.0, use the same thicknesses but no plate shall be less than 6 mm thick (Clause 6.3.1).
  • For liquids with specific gravity > 1.0 (cold or hot), thickness is to be mutually agreed between purchaser and manufacturer (Clause 6.3.2).

This ensures adequate strength and durability against hydrostatic pressure depending on tank depth and liquid type.

?What welding processes and quality standards are specified?

Welding Processes & Quality Standards as per IS 804:

  • Welding Process:

    • Metal arc welding (SMAW) as per IS 816-1956 is mandated for welding connections and corners to the tank plates.
    • Electrodes must conform to IS 814-1957.
  • Preparation & Execution:

    • Plates and connections must be clean, free from rust, paint, or foreign matter.
    • Edges should be smooth where plates are cut.
    • Pads must have firm contact before welding.
    • All welds should be made in the down hand position for quality.
    • Weld size must follow the dimensions shown in Figures 5 to 9 of IS 804.
  • Quality Requirements:

    • Weld surfaces must be even, free from cracks, blowholes, and undercuts.
    • Complete fusion with parent metal is essential.
    • Finished tanks must be free from manufacturing defects and leak-proof.
    • All joints should be flush and interchangeable.

Summary Table:

AspectRequirement
Welding ProcessMetal arc welding (IS 816-1956)
ElectrodesIS 814-1957 compliant
PreparationClean, rust/paint-free, smooth edges
Welding PositionDown hand position
Weld QualityNo cracks, blowholes, undercut; full fusion
Weld SizePer IS 804 Fig. 5-9
Finished Tank QualityLeak-proof, defect-free, flush joints
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This ensures structural integrity and durability of welded tank joints as per IS 804.

?Are there limitations on the temperature and type of liquids stored in these tanks?

Limitations on Temperature and Type of Liquids in IS 804 Tanks:

  • Temperature Limit:
    Per Clause 1.2, IS 804 tanks are not designed for liquids with temperatures exceeding 100°C.

  • Type of Liquids:
    The jointing material (Clause 5.3) must be insoluble in the stored liquid and able to withstand the liquid's temperature variations. The type of jointing material is selected based on the liquid's nature and agreed upon by purchaser and manufacturer.

  • External Pressure:
    Tanks are not designed for earth or other external pressures except wind pressure (Clause 1.2).

  • Tank Types:

    • Type 1: For plain internal surfaces, no external access restrictions, or lagging outside (Clause 4.2).
    • Type 2 & 3: For erection on solid, level floors (Clause 4.4).

Summary:
IS 804 tanks are suitable for liquids ≤100°C, with appropriate jointing materials resistant to the liquid stored. External pressures other than wind are not considered.

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