Table 3. Beam and Column Fabrication Tolerances for Length Sizes Length, L Max. Variation Both ends nished for contact bear-ing (i.e. columns, COSP 6.4.1) All ±1/32 Members that frame to other steel members (COSP 6.4.1) L 30 ±1/16 L > 30 ±1/8 mentary can greatly improve your under-standing of how a structural steel Accuracy of steel fabrication - SteelConstructionfoGuidance on geometrical tolerances for bridges is available in GN5.03; The values of the permitted deviations for both essential and functional manufacturing tolerances are given in tables BS EN 1090-2 B.1 through to B.14. Essential and functional erection tolerances are given in Tables B.15 to B.25.
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