IS 93991979AI Search Enabled✦ AI Generated

Specification for apparatus for flexural testing of concrete

IS 9399:1979 specifies the requirements for apparatus used in flexural testing of concrete beams to determine their modulus of rupture using the third point loading method. It applies to testing machines capable of applying loads up to 50 kN, designed for standard concrete beam sizes of 15x15x70 cm and 10x10x50 cm. This standard ensures uniformity and accuracy in flexural strength testing equipment used by laboratories and construction quality control.

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1979Edition
Cement Concrete Aggregates and RCCCategory
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What This Standard Covers

IS 9399:1979 specifies the requirements for apparatus used in flexural testing of concrete beams to determine their modulus of rupture using the third point loading method. It applies to testing machines capable of applying loads up to 50 kN, designed for standard concrete beam sizes of 15x15x70 cm and 10x10x50 cm. This standard ensures uniformity and accuracy in flexural strength testing equipment used by laboratories and construction quality control.

Who Uses This Standard

  • Civil Engineers
  • Materials Testing Laboratory Technicians
  • Quality Control Engineers
  • Concrete Technologists
  • Construction Project Managers
  • Structural Engineers
  • Research and Development Specialists in Concrete

Key Topics Covered

Apparatus dimensions and design
Material specifications for bearing and loading blocks
Load application capacity and calibration
Third point loading method for flexural testing
Beam specimen sizes and span settings
Hardness requirements for steel components
Mounting provisions for different beam sizes
Load application rate and machine capacity
Marking and certification requirements
Calibration certificate and testing accuracy
Use of ISI Certification Mark
Standardization for reproducible test results

Table of Contents

1Scope

IS 9399 Scope Summary:

  • Purpose: Specifies requirements for flexural testing apparatus for cement concrete.
  • International Coordination: Aligns with global standards while considering Indian practices (Clause 0.4).
  • Rounding Off: Final test/analysis values must be rounded per IS 2-1960, retaining significant figures as per the standard (Clause 0.5).
  • Apparatus Features: Detailed in Clauses 3.2.1 to 3.2.4, covering mechanical and dimensional aspects.
  • Dimensions: Principal dimensions of apparatus components are specified in Fig. 1 (Clause 3.1).

Key Specification Summary

ClauseDescription
0.4International coordination in standards
0.5Rounding rules per IS 2-1960
3.1Dimensions of apparatus (see Fig. 1)
3.2Salient features of apparatus

Rounding Off Rule (IS 2-1960)

  • Round final values to the same number of significant figures as specified.
  • Use standard rounding (≥5 rounds up).

If you need Fig.1 dimensions or detailed apparatus features, please specify!

2Requirements of the Apparatus

IS 9399: Requirements of the Apparatus for Flexural Testing of Concrete

Key Specifications (Clauses 3.1 & 3.2)

  • Dimensions: Principal dimensions of the apparatus components must conform to Fig. 1 (typical flexural testing setup).
  • Salient Features (Clauses 3.2.1 to 3.2.4):
    • Rigid frame to prevent deflection during testing.
    • Load application via a calibrated proving ring or load cell.
    • Two-point or three-point loading arrangement with specified span length.
    • Supports and loading noses must have hardened steel with smooth rounded edges (radius ~10 mm) to avoid stress concentration.

Typical Flexural Test Setup (Fig. 1)

  • Span Length (L): Usually 3 times the depth of the specimen.
  • Loading Nose Diameter: ~10 mm radius.
  • Support Diameter: ~10 mm radius.
  • Specimen Size: Usually prisms of 100x100x500 mm or as specified.

Important Formula for Flexural Strength (Modulus of Rupture):

[ f_r = \frac{PL}{bd^2} ]

Where:

  • (f_r) = flexural strength (MPa)
  • (P) = maximum load applied (N)
  • (L) = span length (mm)
  • (b) = width of specimen (mm)
  • (d) = depth of specimen (mm)

flowchart LR
    A[Load Application] --> B[Specimen]
    B --> C[Supports]
    B --> D[Load Cell/Proving Ring]
    style A fill:#f9f,stroke:#333,stroke-width:2px
    style B fill:#bbf,stroke:#333,stroke-width:2px
    style C fill:#bfb,stroke:#333,stroke-width:2px
    style D fill:#fbf,stroke:#333,stroke-width:2px

This ensures reliable and standardized flexural testing as per IS 9399.

3Dimensions and Material Specifications

IS 9399: Dimensions and Material Specifications for Flexural Testing Apparatus

Key Dimensions (Clause 3.1 & Fig. 1)

  • Principal parts follow Fig. 1 (typical flexural testing apparatus).
  • Roller Diameter: 40 mm for bearing and load applying blocks.
  • Apparatus components are dimensioned to ensure proper load application and support span.

Material Specifications (Clause 3.2.1)

  • Bearing surfaces: Case hardened steel.
  • Hardness: Minimum 480 Vickers Hardness (VH) or equivalent.
  • Bearing blocks and load applying blocks are cylindrical rollers of 40 mm diameter.

Additional Notes

  • Rounding of test results per IS 2:1960 (Clause 0.5).
  • Maintain the same number of significant figures as specified values.

Summary Table

ComponentDimension / SpecNotes
Roller Diameter40 mmBearing & load applying blocks
Bearing Surface MaterialCase hardened steelHardness ≥ 480 VH
Hardness≥ 480 VHEnsures durability & wear resistance

flowchart LR
    A[Load Applying Block] -->|Load applied| B[Specimen]
    B -->|Supported on| C[Bearing Block (40 mm roller)]
    C --> D[Support Frame]

This ensures accurate flexural testing per IS 9399 requirements.

4Load Application and Capacity

IS 9399: Load Application and Capacity Key Points

Machine Capacity (Clause 4.1)

  • Max capacity: 50 kN for load application.
  • Machines with higher capacity allowed only if they have a 50 kN range and meet Clauses 4.2–4.5.

Loading System (Clause 3.2.4)

  • Load applied via two loading blocks on the top frame.
  • Center-to-center distance: 20 cm or 13.3 cm depending on specimen size.
  • Blocks rest symmetrically on the specimen.

Loading and Supporting Blocks (Clause 3.2.3)

  • Block length ≥ specimen width + 10 mm.
  • Bottom frame spans:
    • 60 cm for 15×15 cm specimens.
    • 40 cm for 10×10 cm specimens.
  • Top frame loading block positions:
    • 20 cm span for 15×15 cm.
    • 13.3 cm span for 10×10 cm.
  • Remove locating bars before loading.

Bearing Surfaces (Clause 3.2.1)

  • Material: Case hardened steel.
  • Hardness: ≥ 480 Vickers Hardness (VH).
  • Blocks: Cylindrical rollers, 40 mm diameter.

Summary Table of Key Dimensions

Parameter10×10 cm Specimen15×15 cm Specimen
Bottom frame span40 cm60 cm
Top frame loading block spacing13.3 cm20 cm
Loading/support block lengthSpecimen width + 10 mmSpecimen width + 10 mm
Roller diameter40 mm40 mm

flowchart LR
    A[Load Application Machine] --> B[Loading Blocks (2)]
    B -->|Center-to-center 13.3 or 20 cm| C[Specimen]
    C --> D[Supporting Blocks on Bottom Frame]
    D -->|Span 40 or 60 cm| E[Base Frame]

This setup ensures uniform load distribution and accurate flexural testing per IS 9399.

5Marking and Certification

IS 9399 – Marking and Certification Key Points

Marking Requirements (Clause 5.1)

  • Mandatory Markings on Apparatus:
    • Manufacturer's name or registered trademark (or both)
    • Date of manufacture
  • Markings must be clear, indelible, and not interfere with apparatus performance.

ISI Certification Mark (Clause 5.1.1)

  • Use governed by Indian Standards Institution (Certification Marks) Act.
  • ISI Mark assures compliance with Indian Standard under strict inspection, testing, and quality control.
  • Continuous ISI surveillance ensures ongoing conformity.
  • Licensing conditions for ISI Mark use available from Indian Standards Institution.

Rounding Off (General Clause)

  • Values from tests/analysis rounded per IS 2:1960.
  • Retain significant digits equal to those in the specified value.

Summary Table: Marking Details

Marking ItemRequirement
Manufacturer's NameMandatory
Registered TrademarkMandatory or Manufacturer's Name
Date of ManufactureMandatory
ISI Certification MarkOptional, governed by ISI rules

Contact for ISI Licensing & Certification

  • Headquarters: Manak Bhavan, 9 Bahadur Shah Zafar Marg, New Delhi 110002
  • Phone: 331 01 31, 331 13 75
  • Regional and branch offices available nationwide.

flowchart TD
    A[Apparatus] --> B[Mark Manufacturer Name/Trademark]
    A --> C[Mark Date of Manufacture]
    A --> D{Use ISI Mark?}
    D -- Yes --> E[Apply ISI Certification Mark]
    D -- No --> F[No ISI Mark]
    E --> G[Assures Quality & Compliance]

For detailed licensing, contact BIS or refer to ISI Certification Marks Act and Rules.

6Calibration and Accuracy

IS 9399: Calibration and Accuracy of Testing Machines

Key Specifications:

  • Calibration Certificate (Clause 4.4):
    A valid calibration certificate must accompany the testing machine.

  • Accuracy Limits (Clause 4.2):

    • For loads ≥ 1/5 of full load: Error ≤ ±1% of applied load (high accuracy).
    • For loads < 1/5 of full load: Error ≥ -0.2% of max load (high accuracy).
    • Otherwise, max error allowed: ±1.5%.
  • Load Range for Calibration (Clause 4.2.1):
    Calibration loads must be above 100 × smallest load increment on the load scale.

  • Rounding Off (Clause 0.5):
    Final test values must be rounded per IS 2-1960 rules, retaining significant digits equal to the standard’s specified value.


Summary Table: Accuracy Limits

Load RangeMax Permissible Error (%)
≥ 1/5 Full Load (High Accuracy)±1.0
< 1/5 Full Load (High Accuracy)-0.2
Other cases±1.5

Formula for Error Percentage:

[ \text{Error %} = \frac{\text{Measured Load} - \text{Applied Load}}{\text{Applied Load}} \times 100 ]


flowchart LR
    A[Applied Load] --> B{Load Range}
    B -->|≥ 1/5 Full Load| C[Error ≤ ±1%]
    B -->|< 1/5 Full Load| D[Error ≥ -0.2%]
    B -->|Other Cases| E[Error ≤ ±1.5%]
    F[Calibration Certificate] --> G[Machine Delivered]

This ensures testing machine reliability and compliance with IS 9399 standards.

7Installation and Mounting Provisions

IS 9399: Installation and Mounting Provisions for Flexural Testing Apparatus

Key Specifications:

  • Load Applying & Supporting Blocks:

    • Must be held by spring-loaded screws or equivalent to avoid interference with test requirements (Clause 3.2.2).
    • Length should be at least 10 mm greater than the beam width (Clause 3.2.3).
  • Mounting Positions for Blocks:

    • Bottom frame spans:
      • 60 cm for 15 x 15 cm specimens
      • 40 cm for 10 x 10 cm specimens
    • Top frame spans:
      • 20 cm for 15 x 15 cm specimens
      • 13.3 cm for 10 x 10 cm specimens (Clause 3.2.3)
  • Locating Bars: Must be removed before loading starts.

Dimensional Reference:

  • Refer to Fig. 1 (typical flexural testing apparatus) for principal dimensions and layout (Clauses 3.1 & 2.2).

Summary Table: Block Mounting Spans

Specimen Size (cm)Bottom Frame Span (cm)Top Frame Span (cm)
15 x 156020
10 x 104013.3

flowchart TB
    A[Load Applying Block] -->|Length ≥ Beam Width + 10mm| B[Beam]
    B --> C{Mounting Position}
    C -->|15x15 cm| D[Bottom: 60 cm span]
    C -->|15x15 cm| E[Top: 20 cm span]
    C -->|10x10 cm| F[Bottom: 40 cm span]
    C -->|10x10 cm| G[Top: 13.3 cm span]
    H[Spring-loaded screws] -.-> A
    note right of H: Blocks held securely without interference

This ensures proper installation and consistent flexural testing setup per IS 9399.

8Testing Procedure Overview

IS 9399 - Testing Procedure Overview for Flexural Testing of Concrete

Key Points:

  • Rounding of Results (Clause 0.5):
    Final test values must be rounded as per IS 2-1960.

    • Retain the same number of significant digits as the specified value in IS 9399.
  • Apparatus Dimensions (Clauses 2.2 & 3.1):

    • The flexural testing apparatus must conform to the principal dimensions shown in Fig. 1 of IS 9399.
    • This includes span length, loading nose diameter, and support dimensions to ensure uniformity.

Typical Flexural Testing Apparatus Features:

ParameterTypical Value / Specification
Span Length (L)Usually 3 times the depth of specimen
Loading Nose DiameterAs per Fig. 1 (usually rounded steel)
Support WidthAs per Fig. 1
Loading RateControlled to avoid shock loading

Rounding Example (IS 2-1960):

Specified ValueRounded Test Result Example
5.0 MPa5.1 MPa (1 decimal place)
12.25 MPa12.3 MPa (2 decimal places)

flowchart LR
    A[Prepare Specimen] --> B[Set up Apparatus as per Fig.1]
    B --> C[Apply Load at specified rate]
    C --> D[Record Load at Failure]
    D --> E[Calculate Flexural Strength]
    E --> F[Round off as per IS 2-1960]
    F --> G[Compare with Specified Values]

This ensures standardized, reproducible flexural strength testing of concrete specimens.

9Quality Control and Inspection

Quality Control and Inspection - IS 9399 Key Points

Marking & Certification (Clause 5.1.1):

  • Apparatus may bear the ISI Certification Mark, indicating compliance with IS standards.
  • ISI Mark ensures:
    • Production under a defined system of inspection, testing, and quality control.
    • Continuous conformity checks by ISI.
  • Licensing for ISI Mark use is governed by the Indian Standards Institution (Certification Marks) Act.

Quality Control Essentials (General Engineering Practice)

  • Inspection Types:
    • Incoming material inspection
    • In-process inspection
    • Final product inspection
  • Test Records: Maintain detailed logs of tests and inspections.
  • Acceptance Criteria: Defined as per IS standards or contract requirements.
  • Rounding Off: Final test values rounded per IS 2:1960 (significant figures as per specified values).

Summary Table: Quality Control Steps

StepDescription
MarkingISI Certification Mark on apparatus
InspectionSystematic checks during production
TestingAs per IS standard specified test methods
DocumentationMaintain test reports and inspection records
ComplianceContinuous ISI surveillance for conformity

flowchart TD
    A[Raw Material Inspection] --> B[In-Process Inspection]
    B --> C[Final Product Inspection]
    C --> D[Testing & Certification]
    D --> E[ISI Mark Approval]
    E --> F[Market Release]

Note: For detailed test procedures or formulas, refer to specific IS codes related to the product or material under test. IS 9399 primarily governs marking and certification aspects.

10References and Related Standards

IS 9399 - References and Related Standards Summary

  • Rounding Off Results:
    As per IS 2:1960, all test or analysis results must be rounded off to the same number of significant digits as specified in IS 9399.

  • International Coordination:
    IS 9399 aligns with global standards and local practices to ensure consistency in flexural testing methods.

  • Key Reference:

    • IS 2:1960 — Rules for rounding off numerical values.
    • IS 9399:1979 (Reaffirmed 2004) — Standard for flexural testing apparatus and procedures.
  • Dimensions:
    Clause 3.1 specifies principal dimensions of flexural testing apparatus components (see Fig. 1 in IS 9399).


Important Notes:

  • Always refer to IS 2:1960 for rounding off calculations.
  • IS 9399 is harmonized with international standards for testing concrete flexural strength.
  • For apparatus design, consult Fig. 1 in IS 9399 for exact dimensions.
flowchart LR
    A[Test/Analysis Result] --> B{Round off as per IS 2:1960}
    B --> C[Keep same significant digits as IS 9399]
    C --> D[Compare with specified values]
    D --> E{Comply / Not Comply}

This ensures accuracy and uniformity in reporting flexural test results.

Popular Questions About IS 9399

?What are the specified dimensions for the flexural testing apparatus components?

IS 9399 Flexural Testing Apparatus Dimensions Summary

  • Load applying and bearing blocks length:
    At least 10 mm greater than the beam width.

  • Span lengths for bearing blocks (bottom frame):

    • 60 cm for 15 x 15 cm beams
    • 40 cm for 10 x 10 cm beams
  • Positions for loading blocks (top frame):

    • 20 cm for 15 x 15 cm specimens
    • 13.3 cm for 10 x 10 cm specimens
  • Load application:

    • Two bearing blocks and two load applying blocks for third-point loading
    • Load equally divided between loading blocks
    • Load applied normal to specimen surface without eccentricity or torsion
  • Additional:
    Locating bars must be removed before loading.

This ensures proper load distribution and accurate flexural strength measurement.

Loading diagram...
?What hardness is required for the steel used in bearing and loading blocks?

According to IS 9399, Clause 3.2.1, the steel used for bearing and loading blocks must be:

  • Case hardened steel
  • Minimum hardness of 480 Vickers Hardness (VH) or equivalent

Additional details:

  • The bearing and load applying blocks are cylindrical rollers of 40 mm diameter.
  • They must be securely held without interfering with other requirements (Clause 3.2.2).
  • Length of blocks should exceed beam width by at least 10 mm (Clause 3.2.3).

Summary:

ParameterRequirement
MaterialCase hardened steel
Hardness≥ 480 VH (Vickers Hardness)
Diameter of rollers40 mm
Length of blocksBeam width + 10 mm minimum

This ensures durability and proper load transfer during flexural testing.

?What is the maximum load capacity for machines used under this standard?

Maximum Load Capacity for Machines (IS 9399):

  • Per Clause 4.1, the machine's capacity shall be not more than 50 kN for load application.
  • Machines with capacity greater than 50 kN can be used only if:
    • They have a 50 kN load range, and
    • They satisfy accuracy and calibration requirements (Clauses 4.2 to 4.5).

Accuracy Requirements (Clause 4.2):

Load RangeMax Permissible Error
Between 1/5 and full load±1% of applied load
Below 1/5 of full load-0.2% of maximum load (high accuracy)
Other cases±1.5% of applied load

Calibration (Clause 4.2.1):

  • The calibration range excludes loads below 100 × smallest load increment on the machine's scale.

Loading System (Clause 3.2.4):

  • Load applied via two loading blocks spaced at 20 cm or 13.3 cm center-to-center, symmetrically on specimen.

Loading diagram...

Summary: Use machines with max 50 kN capacity or larger machines with 50 kN range and strict accuracy calibration per IS 9399.

?How are different beam sizes accommodated in the apparatus design?

According to IS 9399, different beam sizes are accommodated in the flexural testing apparatus by:

  • Load applying and supporting blocks having a length at least 10 mm greater than the beam width.
  • The frames have provisions to mount blocks at two different positions depending on beam size:
    • Bottom frame span:
      • 60 cm for 15 x 15 cm beams
      • 40 cm for 10 x 10 cm beams
    • Top frame span:
      • 20 cm for 15 x 15 cm beams
      • 13.3 cm for 10 x 10 cm beams

This allows the apparatus to be adjusted easily for the two standard beam sizes (15x15x70 cm and 10x10x50 cm) tested by the third point loading method.

Note: Locating bars must be removed before loading starts.

Loading diagram...

This ensures precise alignment and load application for accurate modulus of rupture measurement.

?Is an ISI Certification Mark mandatory for the apparatus?

According to Clause 5.1.1 of IS 9399, the ISI Certification Mark is not mandatory for the apparatus. It states:

  • The apparatus may also be marked with the ISI Certification Mark (optional).
  • The ISI Mark indicates compliance with the standard under ISI's inspection, testing, and quality control system.
  • Use of the ISI Mark is governed by the Indian Standards Institution (Certification Marks) Act and related regulations.

Summary:

RequirementStatus
ISI Certification MarkOptional (may be marked)
Manufacturer's name/dateMandatory (Clause 5.1)

Therefore, the apparatus must be marked with manufacturer details and date, but ISI Mark is optional.

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