Question

Q.16 The section of a column is l-section 20 mm x
100 mm flanges, 260 mm x 10 mm web. The
limit of eccentricity along y-y axis, if no tension
occurs in column section for an eccentric load,
is +_ mm.
y
20 mm
e
G
X---
260 mm
+10 mm
20 mm
T
гу
100 mm​

Answer 1

Answer:

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