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Design of Steel Structure

Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.33 d
1.75 d
1.25 d
1.5 d

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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)

175 t2/h
75 t2/h
125 t2/h
125 t2/h

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

90°
40° to 70°
10° to 30°
30° to 40°

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Slope
Load
Moment
Displacement

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

8
7
5
6

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

30 m
10 m
20 m
40 m

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