Steel Structures MCQ Multiple Choice Questions Answers - Page 3 for Practice
61. Maximum spacing of lacing bars shall be such that the maximum slenderness of the main member between consecutive lacing connection is not more than
Correct Answer is: 50
62. Maximum thickness of rolled steel strip are
Correct Answer is: 4.5 mm
63. Maximum width of steel plates manufactured are
Correct Answer is: 2.5 m
64. Minimum edge distance, in case of hand flame cut edges, shall not be less than.............times bolthole diameter.
Correct Answer is: 1.7
65. Minimum edge distances specified by the code should be maintained to avoid
Correct Answer is: both b and c
66. Minimum pitch if GI sheets are used is
Correct Answer is: 12-Jan
67. Minimum pitch, if AC sheets are used is
Correct Answer is: 4-Jan
68. Minimum thickness of rolled steel flats available is
Correct Answer is: 5 mm
69. Partial safety factor for limit state of serviceability for live load and dead load are
Correct Answer is: 1.0 and 1.0
70. Partial safety factor for shop welding and field welding are
Correct Answer is: 1.25 and 1.5
71. Partial safety factors for dead load and live load for limit state of strength are
Correct Answer is: 1.5 and 1.5
72. Pitch of a roof truss means
Correct Answer is: Height / Span
73. Preferable pitch, if snow load is expected is
Correct Answer is: 4-Jan
74. Prying forces should be considered in designing
Correct Answer is: HSFG bolts
75. Rolled steel tubes are referred by their
Correct Answer is: inner diameter
76. Simple post-critical method may be used for finding shear buckling resistance of web in case of plate girder
Correct Answer is: with or without vertical stiffeners
77. Size of rivet hole is kept...................more them size of rivet
Correct Answer is: 1.5 to 2 mm
78. Slenderness ratio l of a vertical stiffener in a plate girder may be taken as
Correct Answer is: 0.7 L/r
79. The A.C. sheets should be fastened to purlins by 8 mm hook bolts at a maximum pitch of
Correct Answer is: 350 mm
80. The advantage of steel structure is
Correct Answer is: all the above
81. The beam sections in which the extreme fibre in compression can yield stress, but cannot develop the plastic moment of resistance, due to local buckling are classified as
Correct Answer is: semi-compact sections
82. The code does not suggests reduction factor for shear capacity in the case
Correct Answer is: if number of bolts exceed a specified number
83. The design strength of tension member is
Correct Answer is: lowest of the above
84. The effective diameter of a rivet is taken as
Correct Answer is: rivet hole diameter
85. The effective slenderness ratio of battened columns shall be taken as.................times the maximum slenderness ratio of the column
Correct Answer is: 1.1
86. The effective slenderness ratio of laced columns shall be taken as............times the actual maximum slenderness ratio, in order to account for shear deformation effect.
Correct Answer is: 1.1
87. The following are the statements about tension field method of finding shear buckling resistance of plate girded: which one of them is correct statement?
Correct Answer is: All the above.
88. The following types of bolts may be classified as bearing types bolts
Correct Answer is: both black and turned bolt
89. The heaviest I-section for the same depth is
Correct Answer is: ISHB
90. The length of the weld connecting batten plate to the member shall not be less than.............the depth of batten plate.
