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Design of Steel Structure

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

27 mm
20 mm
16 mm
24 mm

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

±0.7p
zero
± 0.5 p
±0.2p

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

40 m
20 m
10 m
30 m

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it cannot carry the load safely
it is uneconomical
All of these
it is difficult to connect beams to the round sections

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter + 1.5 mm
nominal diameter of bolt
nominal diameter + 2.0 mm
gross diameter of bolt

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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 t2/h
75 t2/h
125 t2/h

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