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Design of Steel Structure

Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

600 mm
500 mm
300 mm
1000 mm

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

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

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

top chord area
bottom chord area
heaviest axle load of engine
effective span of bridge

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

equally strong
stronger
Any of these
weaker

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.81
1.414
1.18
1.67

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

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

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