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Design of Steel Structure

Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

10° to 30°
90°
30° to 40°
40° to 70°

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 161
lesser of 300 mm and 32 t
lesser of 200 mm and 12 t
lesser of 3 00 mm and 24 t

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

None of these
only (i)
both (i) and (ii)
only (ii)

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Design of Steel Structure
Gantry girders are designed to resist

lateral loads
longitudinal loads and vertical loads
lateral and longitudinal loads
lateral, longitudinal and vertical loads

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
125 t3/h2
175 t2/h
75 t2/h

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

decrease the effective depth of web
transfer the load from the top flange to the bottom one
prevent excessive deflection
prevent buckling of web

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