Home / Engineering / Design of Steel Structures MCQs / Page 1

Design of Steel Structures MCQs | Page - 1

Dear candidates you will find MCQ questions of Design of Steel Structures here. Learn these questions and prepare yourself for coming examinations and interviews. You can check the right answer of any question by clicking on any option or by clicking view answer button.

M

Mr. Dubey • 51.33K Points
Coach

Q. 1) The forces acting on the web splice of a plate girder are

(A) axial forces
(B) shear and axial forces
(C) shear and bending forces
(D) axial and bending forces
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 2) Generally the purlins are placed at the panel points so as to avoid

(A) axial force in rafter
(B) shear force in rafter
(C) deflection of rafter
(D) bending moment in rafter
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 3) Which of the following sections should preferably be used at places where torsion occurs?

(A) angle section
(B) channel section
(C) box type section
(D) any of the above
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 4) Other conditions being same, the load factor in indeterminate structures is

(A) equal to load factor in determinate structures
(B) more than the load factor in determinate structures
(C) less than the load factor in determinate structures
(D) unpredictable
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 5) Rivets connecting flange angles to cover plates in a plate girder are subjected to

(A) horizontal shear only
(B) vertical load only
(C) both (a) and (b)
(D) none of the above
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 6) The effective length of a fillet weld should not be less than

(A) two times the weld size
(B) four times the weld size
(C) six times the weld size
(D) weld size
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 7) In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate

(A) fully by direct bearing
(B) fully through fastenings
(C) 50% by direct bearing and 50% through fastenings
(D) 75% by direct bearing and 25% through fastenings
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 8) If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

(A) deck type
(B) through type
(C) half through type
(D) double deck type
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 9) The elastic strain for steel is about

(A) 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain
(B) 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain
(C) 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain
(D) 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain
View Answer Discuss Share

M

Mr. Dubey • 51.33K Points
Coach

Q. 10) In the virtual work method, the virtual quantity is

(A) displacement
(B) load
(C) slope
(D) moment
View Answer Discuss Share