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Design of Steel Structure

Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.50 kN/m2
0.65 kN/m2
0.75 kN/m2
1.35 kN/m2

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

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

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Design of Steel Structure
In the cross-section of a weld, throat is the

maximum dimension
None of these
average dimension
minimum dimension

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Deflection of rafter
Shear force in rafter
Axial force in rafter
Bending moment in rafter

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Design of Steel Structure
Lug angles

are unequal angles.
increases shear lag.
All listed here
are used to reduce the length of connection.

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

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