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Design of Steel Structure

Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.1 L
1.3 L
1.5 L
1.8 L

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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

150
180
190
200

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Design of Steel Structure
The risk coefficient k, depends on

basic wind speed
mean probable design life of structures
None of these
both (a) and (b)

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

compression buckling of web plate
yielding
shear buckling of web plate
All of these

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

high strength bolt
ordinary unfinished bolt
black bolt
turned and fitted bolt

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