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Design of Steel Structure

Design of Steel Structure
The external wind pressure acting on a roof depends on

both (a) and (b)
None of these
slope of roof
degree of permeability of roof

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.8 L
1.5 L
1.1 L
1.3 L

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

121
101
161
6t

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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

30° to 40°
10° to 30°
40° to 70°
90°

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

stronger
weaker
Any of these
equally strong

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Design of Steel Structure
Bolts are most suitable to carry

axial tension
shear
bending
shear and bending

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