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Design of Steel Structure

Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

4t
6t
3t
8t

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

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

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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
1.18
1.67
1.414

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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)

1.5 d
2.0 d
2.5 d
3.0 d

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

163
164
161
162

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

bearing stiffener
horizontal stiffener at neutral axis
None of these
vertical intermediate stiffener

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