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Design of Steel Structure

Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

1 : V2
2: 1
V2 : 1
1:1

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

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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)

75 t2/h
125 t2/h
175 t2/h
125 t2/h

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

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

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

transfer the load from the top flange to the bottom one
prevent buckling of web
decrease the effective depth of web
prevent excessive deflection

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Shear force in rafter
Bending moment in rafter
Deflection of rafter
Axial force in rafter

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