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Design of Steel Structure

Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.0 mm
2.0 mm
1.5 mm
2.5 mm

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

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

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

190
200
180
150

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

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

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Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

0.5
between 0.5 and 1.0
0
1.0

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

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

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