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Design of Steel Structure

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

8
5
7
6

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

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

3 zones
4 zones
6 zones
5 zones

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Four times the weld size
Weld size
Two times the weld size
Six times the weld size

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

2.5 mm
1.0 mm
1.5 mm
2.0 mm

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Design of Steel Structure
The heaviest I-section for same depth is

ISLB
ISMB
ISWB
ISHB

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