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Design of Steel Structure

Design of Steel Structure
In the virtual work method, the virtual quantity is

Slope
Moment
Displacement
Load

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

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

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

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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

1.8 L
1.1 L
1.5 L
1.3 L

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

40mm
100mm
80mm
60mm

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Design of Steel Structure
The bracing provided in the plane of end posts is called

bottom lateral bracing
top lateral bracing
sway bracing
portal bracing

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