IS 10704

: 1983

Precast Concrete Elements - Dimensions and Tolerances

CurrentSpecializedSpecificationBIMStructural Engineering · Precast and Prefabricated Concrete
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This standard specifies the permissible deviations in dimensions (tolerances) for precast concrete elements. It covers both production tolerances for individual elements during manufacturing and erection tolerances for on-site assembly, ensuring proper fit and alignment of components.

Specifies preferred dimensions and manufacturing tolerances for precast concrete elements to ensure interchangeability and proper fit.

Quick Reference Values
Tolerance on linear dimension (up to 3m)±10 mm
Tolerance on cross-section dimension (up to 150mm)±5 mm
Max tolerance on straightness/bowL/750 or 20 mm, whichever is less
Erection tolerance in plan position±10 mm
Erection tolerance in level±10 mm
Erection tolerance for plumb (verticality)H/1000 or 25mm, whichever is less
Practical Notes
Always differentiate between production tolerances (at the factory) and erection tolerances (at the site), as they serve different purposes and have different values.
Cumulative tolerances can be a major issue in long multi-element assemblies; designers must account for the additive effect of individual deviations.
If a project requires tighter tolerances than specified in this code, it must be explicitly mentioned in the contract drawings and specifications as it impacts manufacturing cost and feasibility.