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Design of Steel Structure

Design of Steel Structure
The heaviest I-section for same depth is

ISLB
ISMB
ISHB
ISWB

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Design of Steel Structure
The portal bracing in a truss bridge is used to

Prevent the sides-way buckling of top chord
Transfer load from top of end posts to bearings
Stiffen the structure laterally
Keep the rectangular shape of the bridge cross-section

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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
Lacing bars in a steel column should be designed to resist

Shear force due to 2.5% of the column load
Bending moment due to 2.5% of the column load
2.5% of the column load
Both (A) and (B)

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

5
4
2
3

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

None of these
average dimension
minimum dimension
maximum dimension

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