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Design of Steel Structure

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

5%
20%
10%
15%

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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)

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

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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
24 mm
27 mm

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

±0.5
± 0.2
± 0.7
0

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

10
infinity
100
zero

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

8 mm
7 mm
9 mm
6 mm

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