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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

weight of tank
earthquake forces
water pressure
wind pressure

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.414
1.67
1.81
1.18

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

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

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

None of these
horizontal stiffener at neutral axis
bearing stiffener
vertical intermediate stiffener

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

10% of wall area
50% of wall area
30% of wall area
20% of wall area

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.75 Awfy
0.85 Awfy
0.55 Awfy
0.65 Awfy

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