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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
The risk coefficient k, depends on

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

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

gross area and net area
net area in both cases
net area and gross area
gross area in both cases

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Design of Steel Structure
The portal bracing in a truss bridge is used to

Keep the rectangular shape of the bridge cross-section
Transfer load from top of end posts to bearings
Stiffen the structure laterally
Prevent the sides-way buckling of top chord

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Design of Steel Structure
Shape factor is a property which depends

only on the ultimate stress of the material
both on the yield stress and ultimate stress of material
only on the geometry of the section
only on the yield stress of the material

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Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

3 zones
5 zones
4 zones
6 zones

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