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Design of Steel Structure

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

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

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

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

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Design of Steel Structure
Which of the following conditions is to be satisfied both in elastic and plastic analysis ?

equilibrium condition
mechanism condition
yield condition
plastic moment condition

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

solid circular beams only
rectangular beams up to 300 mm depth
all rectangular beams
all square cross-section beams

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum weight
maximum weight
minimum thickness of web
minimum depth

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Design of Steel Structure
The range of economical spacing of trusses varies from

2L/5 to 3L/5 where L is span
L/3 to L/5
L/4to2L/5
L/3 to L/2

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