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Design of Steel Structure

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

1.67
1.81
1.414
1.18

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

decrease in thickness
increase in h/t ratio
decrease in h/t ratio
increase in height

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Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

3.0 d
1.5 d
2.5 d
2.0 d

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is uneconomical
it cannot carry the load safely
it is difficult to connect beams to the round sections
All of these

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Less than the load factor in determinate structures
More than the load factor in determinate structures
Equal to load factor in determinate structures
Unpredictable

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Six times the weld size
Two times the weld size
Four times the weld size
Weld size

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