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Design of Steel Structure

Design of Steel Structure
The external wind pressure acting on a roof depends on

slope of roof
both (a) and (b)
degree of permeability of roof
None of these

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

equal to d
less than d
Any of these
more than d

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

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

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

solid circular beams only
all square cross-section beams
all rectangular beams
rectangular beams up to 300 mm depth

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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)

0.85 Awfy
0.65 Awfy
0.55 Awfy
0.75 Awfy

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

0.67 L
0.8 L
1.5 L
L

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