Civil Engineering MCQJE Level Civil Engineering

The 'section classification' of steel sections in IS 800 (plastic/compact/semi-compact/slender) depends on:

Strength of MaterialsStrength of MaterialsMEDIUM

Choose the correct answer

A

Material yield strength only

B

b/t ratios of compression elements relative to ε = √(250/fy) — governs whether plastic, compact, semi-compact, or slender

C

Only member length

D

Connection type (welded vs bolted)

Correct Answer

B. b/t ratios of compression elements relative to ε = √(250/fy) — governs whether plastic, compact, semi-compact, or slender

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IS 800 Table 2: section class depends on b/t ratios of compression elements (flanges, webs). Plastic (Class 1): can form plastic hinges with full rotation capacity (b/t ≤ 8.4ε, ε = √(250/fy)). Compact (Class 2): attain Mp but limited rotation. Semi-compact (Class 3): elastic moment only (Me). Slender (Class 4): local buckling before yield — effective section needed. Classification determines design method.

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