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Design of Steel Structure

Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

101
121
161
6t

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

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

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Six times the weld size
Four times the weld size
Two times the weld size
Weld size

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

minimum thickness of web
minimum depth
maximum weight
minimum weight

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Equal to load factor in determinate structures
Less than the load factor in determinate structures
Unpredictable
More than the load factor in determinate structures

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

linear
constant moment for all curvatures
parabolic
constant curvature for all moments

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