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Design of Steel Structure

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

1.18
1.81
1.67
1.414

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Design of Steel Structure
As compared to field rivets, the shop rivets are

equally strong
weaker
stronger
Any of these

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Design of Steel Structure
Shape factor is a property which depends

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

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

8 mm
7 mm
9 mm
6 mm

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

24 mm
16 mm
27 mm
20 mm

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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)

0.65 Awfy
0.55 Awfy
0.75 Awfy
0.85 Awfy

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