100+ Steel Structures Objective Type Questions with Answers - 2

Question: 6

For HSFG bolts, partial safety factor designed at service load and at ultimate load are respectively

(A) 1.2 and 1.4

(B) 1.10 and 1.25

(C) 1.25 and 1.4

(D) 1.25 and 1.5

Question: 7

Maximum spacing of lacing bars shall be such that the maximum slenderness of the main member between consecutive lacing connection is not more than

(A) 20

(B) 30

(C) 40

(D) 50

Question: 8

Column splice plates may be assumed to act as columns with slenderness ratio

(A) zero

(B) 20

(C) 30

(D) 40

Question: 9

Bolts are most suitable to carry

(A) axial tension

(B) shear and bending

(C) bending

(D) shear

Question: 10

Economical depth of a plate girder corresponds to

(A) maximum thickness of web

(B) maximum weight

(C) minimum depth

(D) minimum weight