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Design of Steel Structure

Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

162
164
161
163

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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 axial forces
Shear and bending forces

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Design of Steel Structure
The range of economical spacing of trusses varies from

L/3 to L/5
2L/5 to 3L/5 where L is span
L/4to2L/5
L/3 to L/2

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Design of Steel Structure
The bracing provided in the plane of end posts is called

bottom lateral bracing
portal bracing
sway bracing
top lateral bracing

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Design of Steel Structure
Load factor is

sometimes greater than factor of safety
always less than factor of safety
always equal to factor of safety
always greater than factor of safety

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