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Design of Steel Structure

Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

200 t
250 t
50 t
85 t

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

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

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Design of Steel Structure
The use of tie plates in laced columns is

permitted at start and end of lacing system only
prohibited
not prohibited
permitted between two parts of the lacing

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Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

None of these
less
equal
more

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.25 d
1.75 d
1.5 d
1.33 d

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

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

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