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Design of Steel Structure

Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

40%
60%
50%
30%

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Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

150
350
180
250

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Axial forces
Axial and bending forces
Shear and bending forces
Shear and axial forces

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

±0.7p
±0.2p
± 0.5 p
zero

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

gross diameter of bolt
nominal diameter + 2.0 mm
nominal diameter of bolt
nominal diameter + 1.5 mm

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Design of Steel Structure
Gantry girders are designed to resist

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

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