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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)

50 t
85 t
200 t
250 t

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Design of Steel Structure
Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

1.5 d
2.5 d
3.0 d
2.0 d

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

150.0 MPa on gross area
105.5 MPa on gross area
105.5 MPa on net area
95.0 MPa on net area

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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

1.3 L
1.5 L
1.8 L
1.1 L

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Design of Steel Structure
The effective length of a battened column is increased by

10%
20%
15%
5%

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

26/2°
30°
40°
35°

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