IS 12843

: 1989

Tolerances for the erection of steel structures

CurrentEssentialSpecificationBIMStructural Engineering · Structural Engineering and Structural Sections
Download PDFBIS PortalGoogle

This Indian Standard specifies the maximum permissible deviations in the erection of steel structures. It provides tolerances for member straightness, column positioning, verticality (plumb), and levels of beams to ensure structural integrity and proper fit-up of components.

Tolerances for the erection of steel structures

Quick Reference Values
Maximum deviation of column base from grid lines± 5 mm
Maximum deviation of column from plumb (individual)H / 500
Maximum deviation of column from plumb (adjacent)H / 1000
Maximum deviation of member straightness (compression)L / 1000 or 5 mm, whichever is less
Maximum deviation of member straightness (flexure)L / 750
Maximum deviation in level of beam at support± 5 mm
Key Formulas
Column Plumb Tolerance = H / 500 (where H is column height)
Member Straightness Tolerance = L / 1000 (for compression members, L is member length)
Practical Notes
This code deals with erection tolerances only; fabrication tolerances are covered by other standards like IS 7215.
Tolerances can be cumulative. Careful monitoring during each stage of erection is crucial to stay within the overall building limits.
Project-specific requirements or designer's specifications may impose stricter tolerances than those given in this standard.