Steel Structures MCQ Multiple Choice Questions Answers - Page 4 for Practice

91. The lightest I-section for the same depth is

92. The minimum length of butt weld shall be...............times the size of weld

93. The most economical section for a compression member is

94. The number of battens should be such that the member is divided into not less than............bays.

95. The roof covering weight including A.C. sheets, laps, connector etc. may be taken as

96. The slenderness ratio of lacing bars should not exceed

97. The successful introduction of..............bolts resulted into replacement of rivets.

98. The yield strength and ultimate strength of M20 bolts are

99. Thickness of battens shall not be less than.....................of the distance between the innermost connecting lines of bolts.

100. To account for weight of electrical fixtures like lights and fans, on lower panel points of trusses additional occasional load to be considered is

101. To connect members subjected to dynamic loads which one of the following type of bolts is preferable?

102. Under fatigue stresses, which one of the following joint fails earlier?

103. Unit weight of G.I. sheets is

104. Weldability of steel is enhanced by alloying it with

105. When the two columns to be spliced are of slightly different size

106. When welding is carried out, the length of the weld should be

107. Which one of the following is not a correct statement about lug angle connection?

108. Which one of the following is not a type of bolt?

109. Which one of the following is not a variable action?

110. Which one of the following is not an advantage of bolted connection over welded connection?

111. Which one of the following is not limit state of serviceability?

112. Which one of the following is not the advantage of HSFG bolt?


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