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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

1.18
1.414
1.81
1.67

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

40%
30%
50%
60%

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the length of the bearing plates
providing suitable stiffeners
None of these
increasing the web thickness

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

heaviest axle load of engine
top chord area
bottom chord area
effective span of bridge

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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)

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

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

L
0.67 L
1.5 L
0.8 L

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