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Design of Steel Structure

Design of Steel Structure
Area of openings for buildings of large permeability is more than

30% of wall area
50% of wall area
10% of wall area
20% of wall area

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.0 mm
1.5 mm
2.5 mm
2.0 mm

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

6t
8t
4t
3t

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

rectangular beams up to 300 mm depth
solid circular beams only
all square cross-section beams
all rectangular beams

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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)

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

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

162
164
163
161

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