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Design of Steel Structure

Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.81
1.18
1.67
1.414

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

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

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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
Shear buckling of web in a plate girder is prevented by using

vertical intermediate stiffener
None of these
horizontal stiffener at neutral axis
bearing stiffener

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Design of Steel Structure
Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is

(i), (ii) and (iii)
only (i)
both (i) and (ii)
both (i) and (iii)

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

180
145
120
100

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