91. The elastic strain for steel is about
92. 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
93. Shear buckling of web in a plate girder is prevented by using
94. For a standard 45° fillet, the ratio of size of fillet to throat thickness is
95. The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as
96. In the virtual work method, the virtual quantity is
97. Shape factor is a property which depends
98. If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be
99. Horizontal stiffener in a plate girder is provided to safeguard against
100. The capacity of the smallest pressed steel tank is
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