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Design of Steel Structure

Design of Steel Structure
Lug angles

All listed here
increases shear lag.
are used to reduce the length of connection.
are unequal angles.

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium condition only
equilibrium and mechanism conditions
mechanism and plastic moment conditions
equilibrium and plastic moment conditions

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

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Design of Steel Structure
Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is

both (i) and (ii)
only (i)
both (i) and (iii)
all (i), (ii) and (iii)

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.50 kN/m2
0.75 kN/m2
0.65 kN/m2
1.35 kN/m2

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Design of Steel Structure
In the cross-section of a weld, throat is the

None of these
maximum dimension
average dimension
minimum dimension

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