Steel Structure Design - Part 1 Online Exam Quiz
Steel Structure Design - Part 1 GK Quiz. Question and Answers related to Steel Structure Design - Part 1. MCQ (Multiple Choice Questions with answers about Steel Structure Design - Part 1
The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is
Options
A : L
B : 0.67 L
C : 0.85 L
D : 1.5 L
The ratio of shearing stress to shearing strain within elastic limit, is known as
Options
A : modulus of elasticity
B : shear modulus of elasticity
C : bulk modulus of elasticity
D : tangent modulus of elasticity
For determination of allowable stress in axial compression, Indian Standard Institution has adopted
Options
A : Euler's formula
B : Rankine formula
C : Engesser formula
D : Secant formula
The method of design of steel framework for greatest rigidity and economy in weight, is known as
Options
A : simply design
B : semi-rigid design
C : fully rigid design
D : none of these.
If the pitch is 6 cm and rivet value is 4 tonnes, the number of rivets required for a riveted connection carrying an eccentric load of 15 tonnes at a distance of 30 cm from the centre line, is
Options
A : 6
B : 8
C : 10
D : 12
In plastic analysis, the shape factor for circular sections, is
Options
A : 1.5
B : 1.6
C : 1.697
D : none of these.
A beam is defined as a structural member subjected to
Options
A : axial loading
B : transverse loading
C : axial and transverse loading
D : none of these.
A fillet weld may be termed as
Options
A : mitre weld
B : concave weld
C : convex weld
D : all the above.
Live load
Options
A : varies in magnitude
B : varies in position
C : is expressed as uniformly distributed load
D : All the above.
The most economical section for a column, is
Options
A : rectangular
B : solid round
C : flat strip
D : tubular section
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