IS 190

: 1991

Coniferous Sawn Timber (Baulks and Scantlings)

CurrentSpecializedSpecificationMaterials Science · Timber and Timber Stores
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This standard lays down the specifications, standard dimensions, grading rules, and permissible defects for coniferous sawn timber in the form of baulks and scantlings used for general building construction.

Coniferous Sawn Timber (Baulks and Scantlings)

Quick Reference Values
standard lengths1 to 6 meters (typically in increments of 0.25m or 0.5m)
dimensional tolerance width thickness+3 mm, -0 mm for sections up to 100 mm
moisture content referenceDetermined as per IS 287 depending on climatic zones
grading categoriesSelect Grade, Grade I, and Grade II
Practical Notes
Coniferous timber (like Pine, Fir, and Deodar) generally has better strength-to-weight ratios for structural framing but requires careful grading for knots and shakes.
Always specify the required moisture content based on the climatic zone (IS 287) where the timber will be permanently installed to prevent warping and shrinkage.
Grading is purely visual. Structural engineers should align the visual grade (Select, I, II) with permissible stresses given in IS 883 for design.