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Design of Steel Structure

Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

2.34
2.33
2.01
1.0

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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 maximum slenderness ratio of a compression member carrying both dead and superimposed load is

180
190
150
200

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

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

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

ISLB
ISHB
ISWB
ISMB

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.78 D
0.5 D
0.88 D
0.68 D

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