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Design of Steel Structure

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

4
5
3
2

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 25 %
reduced by 33.3%
increased by 33.3 %
reduced by 25 %

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

decrease the effective depth of web
prevent excessive deflection
transfer the load from the top flange to the bottom one
prevent buckling of web

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Vertical load only
None of these
C. Both (A) and (B)
Horizontal shear only

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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
increasing the web thickness
providing suitable stiffeners
None of these

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

200
180
190
150

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