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Design of Steel Structure

Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.81
1.18
1.67
1.414

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Design of Steel Structure
Load factor is

always equal to factor of safety
sometimes greater than factor of safety
always less than factor of safety
always greater than factor of safety

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Design of Steel Structure
Bolts are most suitable to carry

shear
axial tension
bending
shear and bending

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1.8
1
2
1.4

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.85 Awfy
0.65 Awfy
0.55 Awfy
0.75 Awfy

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

161
162
163
164

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