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Design of Steel Structure

Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

30° to 40°
10° to 30°
40° to 70°
90°

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

spandrel beam
stringer beam
lintel beam
header beam

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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

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

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

± 0.7
±0.5
± 0.2
0

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
permitted at start and end of lacing system only
not prohibited
permitted between two parts of the lacing

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

9 mm
6 mm
7 mm
8 mm

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