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Design of Steel Structure

Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

zero
±0.7p
± 0.5 p
±0.2p

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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

90°
40° to 70°
10° to 30°
30° to 40°

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Shear in rivets
Strength of rivets in bearing
Tension in rivets
Compression in rivets

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

175 t2/h
125 t3/h2
125 t2/h
75 t2/h

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

reduced by 25 %
increased by 25 %
increased by 33.3 %
reduced by 33.3%

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

Any of these
equally strong
stronger
weaker

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