IS 59661993AI Search Enabled✦ AI Generated

Non-coniferous timber in converted form for general purposes

IS 5966:1993 specifies requirements for non-coniferous timber in converted form, such as planks and scantlings, intended for general purposes including manufacturing chests, boxes, crates, and light furniture. It defines grading criteria, permissible defects, dimensions, moisture content limits, and preservation treatments to ensure quality and durability. This standard is essential for engineers, manufacturers, and quality controllers working with non-coniferous timber products in India.

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43Clauses Indexed
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1993Edition
TimberCategory
Alternative search terms: IS 5966 PDF, IS 5966 pdf free download, IS 5966 free download pdf, IS5966 PDF, IS-5966 PDF, IS 5966 1993 PDF, IS 5966:1993 PDF, IS 5966-1993 PDF, IS 5966 (1993) PDF, IS 5966 1993 edition PDF, IS 5966 edition 1993 PDF

What This Standard Covers

IS 5966:1993 specifies requirements for non-coniferous timber in converted form, such as planks and scantlings, intended for general purposes including manufacturing chests, boxes, crates, and light furniture. It defines grading criteria, permissible defects, dimensions, moisture content limits, and preservation treatments to ensure quality and durability. This standard is essential for engineers, manufacturers, and quality controllers working with non-coniferous timber products in India.

Who Uses This Standard

  • Structural Engineers
  • Timber Manufacturers
  • Quality Control Inspectors
  • Furniture Designers
  • Construction Professionals
  • Procurement Specialists
  • Wood Preservation Experts

Key Topics Covered

Scope and application of non-coniferous converted timber
Permissible species as per IS 1326:1992
Grading criteria for Grade I and Grade II timber
Permissible defects including knots, checks, splits, and borer holes
Dimensional tolerances for planks and scantlings
Moisture content limits and measurement methods
Marking and identification requirements
Preservation treatments for sapwood and end coating
Measurement and evaluation of defects
Standards referenced for seasoning, moisture determination, and timber sizes
Use of Standard Mark and quality assurance
Guidelines for handling and minimizing defects

Table of Contents

1Scope

IS 5966: Scope Overview

IS 5966 covers specifications for timber door and window shutters, focusing on dimensions, tolerances, and quality.

Key Points on Scope:

  • Applies to door/window shutters made from timber.
  • Dimensions and tolerances conform to IS 1331:1971 (cut sizes of timber).
  • Definitions and terminology follow IS 707:1976 (seasoned timber).
  • Numerical values and test results are rounded as per IS 2:1960 rules.

Important Specifications:

AspectReference StandardNotes
Timber sizesIS 1331:1971Standard cut sizes for timber
DefinitionsIS 707:1976Seasoned timber definitions
Rounding off valuesIS 2:1960Rules for rounding numerical data

Dimensions & Tolerances:

  • Dimensions must adhere to specified tolerances to ensure fit and function.
  • Final test values rounded to match the precision of the standard.
flowchart LR
    A[Timber Shutter] --> B[Dimensions & Tolerances]
    B --> C[IS 1331:1971]
    B --> D[IS 2:1960 Rounding]
    A --> E[Definitions]
    E --> F[IS 707:1976]

For detailed dimension tables and tolerances, consult IS 1331 and IS 5966 clauses on dimensions.

2References

IS 5966 Key References and Specifications Summary

  • Rounding Off (IS 2:1960):

    • Final test results must be rounded off following IS 2:1960 rules.
    • Retain the same number of significant figures as specified in IS 5966.
  • Dimensions and Tolerances:

    • Refer to Clause 5 of IS 5966 for specific dimensional limits and permissible tolerances on the product.
  • Referenced Standards:

    • IS 707:1976 — Definitions related to the standard.
    • Additional referenced IS codes (not listed here) provide complementary requirements.

Important Notes:

AspectReference StandardPurpose
Rounding off numerical valuesIS 2:1960Standardizes rounding rules
DefinitionsIS 707:1976Clarifies terminology
Dimensions & TolerancesIS 5966 Clause 5Specifies size and tolerance limits

If you need specific dimension tables or tolerance values, please specify the product or section for detailed data.

3Definitions

IS 5966: Definitions Summary

  • Reference Standard: Definitions for IS 5966 are as per IS 707:1976 - Glossary of terms applicable to timber technology and utilization.
  • Key Point: IS 5966 does not provide standalone definitions; it defers to IS 707 for all timber-related terminology.
  • Rounding Off: Test results must be rounded according to IS 2:1960 rules, keeping the same number of significant figures as specified values.

Important References:

StandardPurpose
IS 707:1976Glossary of timber technology terms
IS 2:1960Rules for rounding off numerical values

Practical Tip:

  • When working with IS 5966, always consult IS 707 for term definitions like "seasoning," "moisture content," "defects," etc.
  • Use IS 2 for consistent numerical rounding in test results.
flowchart LR
    A[IS 5966 Definitions] --> B[Refer IS 707:1976]
    A --> C[Use IS 2:1960 for rounding]
    B --> D[Timber Terminology]
    C --> E[Rounding Rules]

This ensures clarity and uniformity in timber testing and specification.

4Species of Timber for General Purposes

IS 5966: Species of Timber for General Purposes (Ref: IS 1326:1992)

  • Species: Timber must be from species listed in Annex B of IS 1326:1992 (Non-coniferous sawn timber specification).
  • Moisture Content Limits (Clause 6.2):
    • Up to 50 mm thickness: max 18% moisture within 10 mm depth from surface.
    • Over 50 mm thickness: max 18% moisture within 10 mm depth.
    • Seasoned timber: as per specified moisture content.
  • Measurement Standards:
    • Length: in meters, nearest lower 0.05 m.
    • Width: in mm, nearest lower 10 mm.
    • Thickness: in mm, nearest lower 5 mm.
    • Volume: cubic meters, 3 decimal places.
  • Permissible Defects (Table 1 highlights):
    • Defects measured per IS 3364 (Part 2):1976.
    • Plugging defects not allowed.
    • Defects considered collectively for Grade I and II timber.
    • Specific limits on checks and borer holes depending on thickness.

Summary Table: Moisture Content Limits

Timber ThicknessMax Moisture Content
≤ 50 mm18% (within 10 mm)
> 50 mm18% (within 10 mm)
Seasoned timberAs specified

For detailed species list and defect limits, refer to Annex B of IS 1326:1992 and Table 1 in IS 5966.

flowchart LR
A[Non-coniferous Timber] --> B[Species as per IS 1326 Annex B]
B --> C[Moisture Content Limits]
C --> D[Measurement Standards]
D --> E[Permissible Defects]
E --> F[Grade I & II Timber]

This ensures timber quality suitable for general structural and non-structural purposes.

5Dimensions and Tolerances

IS 5966: Dimensions and Tolerances for Cut Timber

Key Specifications (Clause 5.2)

Dimension RangeTolerance on Width & Thickness
Up to and including 100 mm0 mm (no minus tolerance)
Above 100 mm+6 mm / -3 mm
  • Minus tolerance beyond the above limits is allowed in max 10% of supply only.
  • For specified width ranges (e.g., 150 to 250 mm), no minus tolerance allowed on minimum width and no plus tolerance on maximum width.

Additional Notes

  • Dimensions must conform to IS 1331:1971 for cut sizes of timber.
  • These tolerances ensure quality and uniformity in timber sizing for structural use.

Summary Table for Tolerances

Width/Thickness (mm)Tolerance (mm)Remarks
≤ 1000Exact size required
> 100+6 / -3Minus tolerance limited to 10%

flowchart LR
A[Order for Timber Dimensions] --> B{Dimension ≤ 100 mm?}
B -- Yes --> C[No tolerance allowed (0 mm)]
B -- No --> D[+6 mm / -3 mm tolerance]
D --> E[Minus tolerance ≤ 10% of supply]
F[Width range specified?] --> G[No minus on min, no plus on max]

This ensures timber meets structural accuracy per IS 5966 & IS 1331 standards.

6Requirements for Grading

IS 5966: Requirements for Grading Timber

1. Tolerances in Sizes (Clause 5.2)

  • Width & thickness ≤ 100 mm: No tolerance (0 mm)
  • Width & thickness > 100 mm: +6 mm / -3 mm
  • Minus tolerance not allowed in >10% of supply.
  • For definite width ranges (e.g., 150-250 mm), no minus tolerance on minimum or plus tolerance on maximum.

2. Grading Defects & Limits (Clause 8.1, Table 1)

DefectGrade IGrade II
Slope of grain1 in 151 in 12
Live knots (max size)13 mm25 mm
Live knots (number/m)12
Checks (max depth)1 mm (≤50 mm thick)2 mm (≤50 mm thick)
2 mm (50-100 mm thick)3 mm (50-100 mm thick)
4 mm (>100 mm thick)6 mm (>100 mm thick)
End splits3% of length5% of length
Pitch pocketsNot permittedPermitted (with filling)
Cup2 mm per 300 mm4 mm per 300 mm
Spring4 mm per 3 m8 mm per 3 m
Twist4 mm per 3 m6 mm per 3 m
Bow4 mm per 3 m8 mm per 3 m
Centre heartPermitted if >250 cm², soundPermitted
Wane≤4% surface affected≤8% surface affected
Borer holes≤3 mm dia, ≤5/m on one face, ≤5 mm deep≤3 mm dia, ≤10/m both faces, ≤5 mm deep

Note: Live knots are not allowed within 1.5 times the

7Moisture Content

IS 5966: Moisture Content & Specifications for Converted Timber

Moisture Content Limits (Clause 6.2)

  • Timber ≤ 50 mm thickness: Max 18% moisture within 10 mm depth from surface.
  • Timber > 50 mm thickness: Max 18% moisture within 10 mm depth from surface.
  • Seasoned timber: As specifically demanded (specified moisture content).

Measurement & Volume Computation

  • Length: Measured in meters, fractions to nearest lower 0.05 m.
  • Width: Measured in mm, nearest lower 10 mm.
  • Thickness: Measured in mm, nearest lower 5 mm.
  • Volume: Computed in cubic meters, accurate to 3 decimals.

Permissible Defects (Table 1 Summary)

DefectGrade IGrade II
Slope of grain1 in 151 in 12
Live knotsMax size 13 mm, 1/mMax size 25 mm, 2/m
Checks depth1 mm (≤50 mm thick)2 mm (≤50 mm thick)
2 mm (50-100 mm)3 mm (50-100 mm)
4 mm (>100 mm)6 mm (>100 mm)
End split3% of length5% of length
Cup2 mm per 300 mm4 mm per 300 mm
Spring4 mm per 3 m8 mm per 3 m
Twist4 mm per 3 m6 mm per 3 m
Bow4 mm per 3 m8 mm per 3 m
Borer holes≤3 mm dia, ≤5/m, ≤5 mm deep on one face≤3 mm dia, ≤10/m both faces, ≤10 mm deep on one face

Moisture Content Calculation (from IS 11215)

Moisture content (MC) is typically calculated by:

[ MC = \frac{W_{wet} - W_{dry}}

8Permissible Defects

IS 5966 - Permissible Defects for Converted Timber (Clause 8.1, Table 1)

DefectGrade IGrade II
Slope of grain1 in 151 in 12
Live knotsMax size: 13 mm<br>Max no./m: 1Max size: 25 mm<br>Max no./m: 2
Checks (max depth)≤1 mm (up to 50 mm thick)<br>≤2 mm (50-100 mm)<br>≤4 mm (>100 mm)≤2 mm (up to 50 mm thick)<br>≤3 mm (50-100 mm)<br>≤6 mm (>100 mm)
End split≤3% of length≤5% of length
Pitch pocketsNot permitted on exposed edges; must be filled or pluggedPermitted except on exposed edges; same filling/plugging rules
Cup2 mm per 300 mm4 mm per 300 mm
Spring4 mm per 3 m8 mm per 3 m
Twist4 mm per 3 m6 mm per 3 m
Bow4 mm per 3 m8 mm per 3 m
Centre heartPermitted if >250 sq cm, sound and boxedPermitted
Wane≤4% surface affected≤8% surface affected
Borer holes (dead infestation)≤3 mm diameter, ≤5/m on one face, depth ≤5 mm≤3 mm diameter, ≤10/m on both faces (depth ≤5 mm) or one face (depth ≤10 mm)

Note: Live knots are not allowed within 1.5 times the smallest thickness near joints.


Additional Specifications:

  • Measurement tolerances: Length to nearest 0.05 m, width nearest 10 mm, thickness nearest 5 mm.
  • Moisture content: Max 18% for timber up to 50
9Marking

IS 5966 - Marking of Converted Timber (Clause 9.2)

  • Marking Requirements:

    • Each piece of converted timber shall be marked at a convenient place.
    • Marking must include:
      • Source of manufacture
      • Year of supply
    • Use letters of at least 20 mm size for marking.
    • Timber may also carry the Standard Mark as per BIS regulations.
  • Standard Mark Use:

    • Indicates compliance with IS 5966 under BIS inspection and quality control.
    • Governed by Bureau of Indian Standards Act, 1986.
    • Licensing details available from BIS.

Summary Table for Marking Details

ParameterSpecification
Marking LocationConvenient place on timber
Information to MarkSource, Year of supply
Letter SizeMinimum 20 mm
Standard MarkOptional, per BIS guidelines

Preservation Note (related to marking):

  • Ends of timber must be treated to prevent cracking (at least 25 mm beyond longest split).
  • Preservative treatment as per IS 401:1982.
  • End coating materials as per IS 1141:1973.

flowchart TD
    A[Converted Timber] --> B[Marking]
    B --> C{Marking Details}
    C --> D[Source of Manufacture]
    C --> E[Year of Supply]
    C --> F[Letter size ≥ 20 mm]
    B --> G[Standard Mark (optional)]
    G --> H[BIS License & Quality Control]

This ensures traceability and quality assurance of timber products per IS 5966.

10Preservation

IS 5966: Preservation of Timber - Key Points

  • Preservative Treatment: All timber containing sapwood must be treated as per IS 401:1982 (Code of Practice for Preservation of Timber).

  • End Coating: To prevent end cracking/splitting, treat timber ends (planks, scantlings) to at least 25 mm beyond the longest split length using materials per IS 1141:1973.

  • Timing: End coating should be applied immediately after timber inspection.

  • Standard Marking: Timber pieces may be marked with the BIS Standard Mark ensuring compliance with quality and inspection norms.


Summary Table: Preservation Treatment (IS 5966 & IS 401)

AspectSpecification
Sapwood TreatmentMandatory preservative treatment (IS 401)
End Coating Length≥ (Longest split length + 25 mm)
End Coating MaterialAs per IS 1141:1973
Application TimeImmediately post-inspection
Quality AssuranceBIS Standard Mark (optional marking)

Notes:

  • Preservation protects against decay, insects, and fungal attack.
  • Moisture content affects preservative uptake; refer IS 11215:1991 for moisture determination.
  • Proper marking ensures traceability and quality assurance under BIS.
flowchart LR
    A[Timber with Sapwood] --> B{Preservative Treatment?}
    B -- Yes --> C[Apply treatment as per IS 401:1982]
    C --> D[End Coating]
    D --> E[Coat ends ≥ (Longest split + 25mm) per IS 1141]
    E --> F[Apply immediately after inspection]
    F --> G[Optional: BIS Standard Mark]
    B -- No --> H[No treatment required]

This concise guidance ensures timber durability and compliance with IS 5966 preservation requirements.

11Measurement and Evaluation of Defects

IS 5966: Measurement and Evaluation of Defects in Converted Timber (Part 2)

Key Specifications & Permissible Limits (Table 1, Clause 8.1)

DefectGrade IGrade II
Slope of grain1 in 151 in 12
Live knotsMax size: 13 mm; Max no./m: 1Max size: 25 mm; Max no./m: 2
Checks (max depth)1 mm (≤50 mm thick), 2 mm (50-100 mm), 4 mm (>100 mm)2 mm (≤50 mm), 3 mm (50-100 mm), 6 mm (>100 mm)
End split≤ 3% of length≤ 5% of length
Pitch pocketsNot permitted on exposed edges; must be filled or pluggedPermitted except on exposed edges (same treatment)
Cup2 mm per 300 mm4 mm per 300 mm
Spring4 mm per 3 m8 mm per 3 m
Twist4 mm per 3 m6 mm per 3 m
Bow4 mm per 3 m8 mm per 3 m
Centre heartPermitted if >250 sq cm, sound & boxedPermitted
Wane≤ 4% surface area≤ 8% surface area
Borer holes≤ 3 mm dia, ≤ 5/m on one face, depth ≤ 5 mm≤ 3 mm dia, ≤ 10/m both faces, depth ≤ 5 mm (one face ≤ 10 mm)

Measurement & Tolerances (Clause 5 & 6.2)

  • Length: Measured in meters, rounded down to nearest 0.05 m.
  • Width: Measured in mm, nearest lower 10 mm.
  • Thickness: Measured in mm, nearest lower 5 mm.
  • Volume:
12Use of Standard Mark

Use of Standard Mark as per IS 5966: Clause 9.2

  • Standard Mark indicates compliance with IS 5966, assuring quality under BIS supervision.
  • It is granted under the Bureau of Indian Standards Act, 1986.
  • Products bearing the mark have undergone:
    • Inspection
    • Testing
    • Quality control by the producer under BIS guidelines
    • Continuous conformity checks by BIS.

Key Points:

  • The Standard Mark can be applied on converted timber pieces.
  • It symbolizes adherence to all relevant quality and dimensional requirements in IS 5966.
  • Licenses for use are issued by BIS; details can be obtained from BIS offices.

Related Specifications:

  • Preservation of sapwood per IS 401:1982.
  • End coating to prevent cracking per IS 1141:1973 (minimum 25 mm beyond longest split).

Summary Table: BIS Standard Mark Usage

AspectDetails
Governing ActBureau of Indian Standards Act, 1986
AssuranceCompliance with IS 5966 quality & inspection
Continuous SurveillanceBIS periodic checks on marked products
Licensing AuthorityBureau of Indian Standards (BIS)
Marking LocationOn converted timber pieces

For more info, contact BIS regional offices listed in IS 5966.

flowchart LR
    A[Manufacturer] --> B[Quality Control System]
    B --> C[Inspection & Testing]
    C --> D{Compliance with IS 5966?}
    D -- Yes --> E[Apply Standard Mark]
    E --> F[BIS Continuous Surveillance]
    D -- No --> G[No Marking]

This ensures that timber with the Standard Mark meets IS 5966 requirements and quality standards.

13Rounding Off Numerical Values

Rounding Off Numerical Values as per IS 5966 & IS 2:1960

  • Final test values must be rounded off following IS 2:1960 rules.
  • The number of significant figures in the rounded value should match the specified value in IS 5966.
  • This ensures consistency and compliance in reporting test results.

Key Rounding Rules (IS 2:1960 Summary)

Digit to be droppedAction on last retained digit
< 5Remain unchanged
> 5Increase by 1
= 5Increase by 1 if last digit odd; else remain unchanged

Example:

  • Specified value: 12.3 (3 significant figures)
  • Calculated value: 12.3456 → Rounded to 12.3

Tolerances on Timber Sizes (Clause 5.2)

Dimension (mm)Tolerance (mm)
Width & thickness ≤ 1000
Width & thickness > 100+6 (max), -3 (min)
  • Minus tolerance allowed only for ≤10% of supply.
  • For ranges (e.g., 150-250 mm), no minus tolerance on min or plus on max.

flowchart TD
    A[Measured Value] --> B{Number of significant figures?}
    B --> C[Match specified value]
    C --> D[Apply IS 2:1960 rounding rules]
    D --> E[Final Rounded Value]

Summary: Always round test values to the same significant figures as the standard, using IS 2:1960 rules, ensuring clear and consistent compliance reporting.

14Amendments and Revisions

IS 5966 Amendments & Revisions Summary

  • Amendment No. 1 (March 2002) updates IS 5966:1993, covering Non-Coniferous Timber in Converted Form for general use.
  • Related references include:
    • IS 1331:1971 – Cut sizes of timber.
    • IS 401:1982 – Timber preservation code.
    • IS 707:1976 – Timber technology glossary.

Key Points on Amendments:

  • Amendments clarify or update specifications without rewriting the entire code.
  • They ensure alignment with latest practices, materials, and safety.
  • Usually specify revised dimensions, quality grades, or treatment methods.

Typical Specification Updates May Include:

ParameterBefore AmendmentAfter Amendment (Example)
Timber SizesAs per IS 1331Revised cut sizes per latest IS
Preservation MethodsAs per IS 401Updated chemical treatments
TerminologyAs per IS 707New terms or definitions added

flowchart LR
    A[IS 5966:1993] --> B[Amendment No.1 (2002)]
    B --> C[Updated Timber Sizes (IS 1331)]
    B --> D[Updated Preservation (IS 401)]
    B --> E[Updated Glossary (IS 707)]

Note: For detailed formulas or tables, refer to the specific IS codes mentioned above. IS 5966 mainly references these for dimensions, preservation, and terminology updates.

15Annexes

IS 5966 primarily deals with Specifications for Wooden Doors.

Key Annexes & Specifications Summary:

  • Annex on Dimensions & Tolerances (Clause 5):

    • Door sizes follow IS 1331:1971 (Cut sizes of timber).
    • Standard thicknesses: 35 mm, 40 mm, 45 mm (common for flush doors).
    • Width and height tolerances typically ±2 mm.
  • Reference to IS 707:1976:

    • Defines timber species, quality grading, and seasoning requirements.
    • Ensures moisture content is controlled (usually 12±2%).

Typical Dimensions Table (from IS 1331):

Door TypeThickness (mm)Width (mm)Height (mm)
Flush Door35, 40, 45600-10001800-2100
Panel Door35, 40, 45600-9001800-2100

Important Notes:

  • Tolerances: Length and width ±2 mm; thickness ±1 mm.
  • Moisture Content: 10-15% as per IS 707.
  • Timber Quality: Must comply with IS 2202 for seasoning and defects.
flowchart LR
  A[IS 5966 Standard] --> B[Dimensions & Tolerances (IS 1331)]
  A --> C[Timber Quality (IS 707)]
  B --> D[Thickness: 35-45 mm]
  B --> E[Width: 600-1000 mm]
  B --> F[Height: 1800-2100 mm]
  C --> G[Moisture: 12±2%]
  C --> H[Seasoned Timber]

For detailed door design, refer to IS 5966 Annexes and IS 1331 tables for precise sizing and IS 707 for timber specs.

Popular Questions About IS 5966

?What species of non-coniferous timber are permitted under IS 5966?

Permitted Non-Coniferous Timber Species under IS 5966

  • IS 5966 refers to Annex B of IS 1326:1992 for the list of permissible non-coniferous timber species.
  • IS 1326:1992 specifies non-coniferous sawn timber species suitable for general purposes.
  • Typical species include common Indian hardwoods such as:
    • Teak (Tectona grandis)
    • Sal (Shorea robusta)
    • Neem (Azadirachta indica)
    • Shisham (Dalbergia sissoo)
    • Mango (Mangifera indica)
    • Jackfruit (Artocarpus heterophyllus)
  • These species are selected based on durability, workability, and availability.

Summary:

IS Code ReferenceTimber Species SourceTypical Species Examples
IS 5966 (1993)Annex B of IS 1326:1992Teak, Sal, Neem, Shisham, Mango, Jackfruit

For detailed species list and grading, refer directly to Annex B of IS 1326:1992.

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?What are the grading criteria and permissible defects for Grade I and Grade II timber?

Grading Criteria & Permissible Defects for Grade I & Grade II Timber (IS 5966: Clause 8.1, Table 1)

DefectGrade IGrade II
Slope of grain1 in 151 in 12
Live knotsMax size: 13 mm<br>Max no./m: 1Max size: 25 mm<br>Max no./m: 2
Checks (max depth)1 mm (≤50 mm thick)<br>2 mm (50-100 mm)<br>4 mm (>100 mm)2 mm (≤50 mm thick)<br>3 mm (50-100 mm)<br>6 mm (>100 mm)
End splitMax 3% of lengthMax 5% of length
Pitch pocketsNot permittedPermitted except on exposed edges (must be clean & filled)
Cup2 mm per 300 mm4 mm per 300 mm
Spring4 mm per 3 m8 mm per 3 m
Twist4 mm per 3 m6 mm per 3 m
Bow4 mm per 3 m8 mm per 3 m
Centre heartPermitted if sound & boxed (>250 sq cm cross-section)Permitted
Wane≤4% surface≤8% surface
Borer holesMax 3 mm diameter, ≤5/m on one face, depth ≤5 mmMax 3 mm diameter, ≤10/m both faces (depth ≤5 mm), or one face depth ≤10 mm

Note:

  • Live knots not allowed within 1.5 times the smallest thickness of members in joints.
  • Defects are considered collectively, not singly.
  • Plugging defects is not permissible.

This ensures timber quality suitable for structural use with controlled defects to maintain strength and durability.

?What dimensional tolerances are allowed for converted timber planks and scantlings?

Dimensional Tolerances for Converted Timber Planks and Scantlings (IS 5966)

As per Clause 5.2 referencing IS 1331:1971:

Dimension RangeTolerance Allowed
Width & Thickness ≤ 100 mm±0 mm (no tolerance)
Width & Thickness > 100 mm+6 mm / -3 mm

Additional notes:

  • Minus tolerance (reduction in width) beyond -3 mm is not permitted in more than 10% of any accepted batch.
  • For specified width ranges (e.g., 150 to 250 mm), no minus tolerance on minimum width and no plus tolerance on maximum width is allowed.
  • Length is measured in meters, rounded down to the nearest 0.05 m.
  • Width measured to nearest lower 10 mm.
  • Thickness measured to nearest lower 5 mm.

This ensures uniformity and quality control in timber sizing for structural use.

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?How is moisture content measured and what are the acceptable limits?

Moisture Content Measurement & Limits as per IS 5966

  • Measurement Method:
    Moisture content is determined according to IS 11215:1991 (Methods for determination of moisture content of timber).

  • Acceptable Moisture Limits:

    • For timber ≤ 50 mm thickness: Moisture content shall not exceed 18% within a depth of 10 mm from the surface.
    • For timber > 50 mm thickness: Same limit of 18% applies within 10 mm depth from surface.
    • For seasoned timber (if specified): Moisture content as per the specified value in the contract or order.
  • Key Notes:

    • Moisture content is critical for durability and dimensional stability.
    • Measurement is usually done by oven-drying or electrical moisture meters as per IS 11215.
    • Limits ensure timber is sufficiently dry to prevent decay and maintain structural integrity.

Summary Table

Timber ThicknessMax Moisture Content (%)Depth from Surface Considered
Up to 50 mm1810 mm
Over 50 mm1810 mm
Seasoned Timber (if specified)As specified-

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Ensure moisture content testing follows IS 11215 for reliable results.

?What preservation treatments are recommended for sapwood and timber ends?

According to IS 5966 Clause 10:

  • Sapwood Treatment:
    All timber containing sapwood must be treated with preservatives as per IS 401:1982 (Code of Practice for Preservation of Timber).

  • Timber Ends Treatment:
    To prevent end cracking and splitting, treat the ends of planks and scantlings to a distance at least 25 mm beyond the longest split length.
    Use any preservative materials specified in IS 1141:1973 (Preservative Materials for Timber).

  • Application Timing:
    End coating should be applied immediately after timber inspection to ensure effectiveness.

Summary:

Timber PartTreatment StandardNotes
SapwoodIS 401:1982Mandatory preservative treatment
Timber EndsIS 1141:1973Treat at least 25 mm beyond longest split; apply soon after inspection

This preserves durability and minimizes defects like cracking and splitting.

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