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Design of Steel Structure

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
2.0 mm
2.5 mm

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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 t2/h
75 t2/h
175 t2/h
125 t2/h

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bearing and shear
bearing and bending
bending and shear
bearing, shear and bending

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

gross area in both cases
net area and gross area
gross area and net area
net area in both cases

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum weight
minimum thickness of web
maximum weight
minimum depth

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV2
paV”2
p a (1/V)
pa V

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