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Design of Steel Structure

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

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

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

crushing failure of the rivet
shear failure of the rivet
tension failure of the plate
shear failure of the plate

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Design of Steel Structure
The heaviest I-section for same depth is

ISMB
ISWB
ISLB
ISHB

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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

16 mm
20 mm
27 mm
24 mm

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

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

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant moment for all curvatures
constant curvature for all moments
linear
parabolic

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