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Design of Steel Structure

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

2.0 d
1.5 d
3.0 d
2.5 d

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

10%
20%
5%
15%

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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)

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

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

1.414
1.67
1.18
1.81

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
175 t2/h
125 t3/h2
75 t2/h

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Shear and bending forces
Axial forces
Axial and bending forces
Shear and axial forces

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