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Design of Steel Structure

Design of Steel Structure
Bolts are most suitable to carry

shear
bending
shear and bending
axial tension

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

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

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

decrease in thickness
increase in h/t ratio
increase in height
decrease in h/t ratio

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

200
190
150
180

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

180
145
100
120

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

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

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