Design Steel Structures Entrance Exams Online Exam Quiz

Design Steel Structures Entrance Exams GK Quiz. Question and Answers related to Design Steel Structures Entrance Exams. MCQ (Multiple Choice Questions with answers about Design Steel Structures Entrance Exams

How can moment of inertia be increased?

Options

A : by increasing load

B : by spreading material of section towards its axis

C : by spreading material of section away from its axis

D : by spreading material of section at its axis

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For very short compression member

Options

A : failure stress will be greater than yield stress

B : failure stress will be less than yield stress

C : failure stress will equal yield stress

D : failure stress will be twice the yield stress

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Rods and bars are recommended when length is ___________

Options

A : greater than 4m

B : greater than 5m

C : greater than 3m

D : less than 3m

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The length of member should be _________ for a short column

Options

A : L ? 88.5r

B : L ? 88.5r

C : L ? 125r

D : L > 150r

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What is squash load?

Options

A : load at which member will not deform axially

B : load at which member deforms laterally

C : load at which member deforms axially

D : load at which member will not deform axially

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Which of the following is property of compression member?

Options

A : member must be sufficiently rigid to prevent general buckling

B : member must not be sufficiently rigid to prevent local buckling

C : elements of member should be thin to prevent local buckling

D : elements of member need not prevent local buckling

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Which of the following is true about intermediate length compression members?

Options

A : members will fail by yielding only

B : members will fail by both yielding and buckling

C : their behaviour is elastic

D : all fibres of the members will be elastic during failure

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Long compression members will ______

Options

A : not buckle

B : buckle inelastically

C : buckle plastically

D : buckle elastically

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Which is an ideal section for compression member?

Options

A : one having different moment of inertia about any axis through its centre of gravity

B : one having same moment of inertia about any axis through its centre of gravity

C : one having larger length

D : one made up of costly material

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Which of the following is not a parameter for decrease in strength of slender member?

Options

A : seismic load

B : initial lack of straightness

C : residual stress

D : variation of material properties

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