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Design of Steel Structure

Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

stringer beam
spandrel beam
lintel beam
header beam

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Design of Steel Structure
The risk coefficient k, depends on

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

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

125 t2/h
75 t2/h
175 t2/h
125 t3/h2

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Design of Steel Structure
As compared to field rivets, the shop rivets are

stronger
weaker
Any of these
equally strong

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

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

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

27 mm
24 mm
16 mm
20 mm

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