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Design of Steel Structure

Design of Steel Structure
The effective length of a battened column is increased by

5%
10%
20%
15%

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

20 mm
16 mm
27 mm
24 mm

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Design of Steel Structure
The heaviest I-section for same depth is

ISLB
ISWB
ISHB
ISMB

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Design of Steel Structure
Which of the following conditions is to be satisfied both in elastic and plastic analysis ?

yield condition
equilibrium condition
mechanism condition
plastic moment condition

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t3/h2
175 t2/h
75 t2/h
125 t2/h

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

ordinary unfinished bolt
high strength bolt
black bolt
turned and fitted bolt

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