101. The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is
102. The slenderness ratio of lacing bars should not exceed
103. Bolts are most suitable to carry
104. The least dimension in case of a circular column of diameter D is taken as
105. The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)
106. Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)
107. The mechanism method and the statical method give
108. In moment resistant connections, the moment resistance of riveted connection depends upon
109. According to IS : 800, in the Merchant Rankine formula the value of imperfection index (n) is
110. Generally the purlins are placed at the panel points so as to avoid
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