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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

100
145
180
120

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Design of Steel Structure
Shape factor is a property which depends

both on the yield stress and ultimate stress of material
only on the ultimate stress of the material
only on the geometry of the section
only on the yield stress of the material

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

6
8
5
7

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.34
2.01
2.33
1.0

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Design of Steel Structure
Gantry girders are designed to resist

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

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

shear buckling of web plate
compression buckling of web plate
yielding
All of these

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