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Design of Steel Structure

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

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

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

10° to 30°
90°
30° to 40°
40° to 70°

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 3 00 mm and 24 t
lesser of 300 mm and 32 t
lesser of 200 mm and 161
lesser of 200 mm and 12 t

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Design of Steel Structure
Load factor is

always less than factor of safety
sometimes greater than factor of safety
always equal to factor of safety
always greater than factor of safety

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

150.0 MPa on gross area
95.0 MPa on net area
105.5 MPa on net area
105.5 MPa on gross area

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Any of these
Box type section
Angle section
Channel section

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