Civil Engineering MCQJE Level Civil Engineering

The 'fatigue' design of steel bridges in India follows IS 1024. The key parameter controlling fatigue life is:

Steel StructuresSteel StructuresHARD

Choose the correct answer

A

Maximum stress (peak tensile stress only)

B

Stress range Δσ = σ_max − σ_min — fatigue life governed by range, not peak; detail category from connection type

C

Only dead load stress

D

Average stress over the life of the structure

Correct Answer

B. Stress range Δσ = σ_max − σ_min — fatigue life governed by range, not peak; detail category from connection type

AI Detailed Explanation & IS Code Reference

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Fatigue life: number of cycles N to failure depends on: stress range Δσ = σ_max − σ_min (NOT peak stress). S-N curve: log(N) = A − m×log(Δσ). FAT class (fatigue detail category) depends on: type of connection, weld geometry, direction of loading. IS 1024 (now largely replaced by IS 800 Cl. 13): Δσ ≤ allowable range for given N cycles. Variable amplitude: Miner''s rule Σ(ni/Ni) ≤ 1.0.

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