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Design of Steel Structure

Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

Any of these
more than d
less than d
equal to d

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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
Bending compressive and tensile stresses respectively are calculated based on

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

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.65 Awfy
0.55 Awfy
0.75 Awfy
0.85 Awfy

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

105.5 MPa on gross area
150.0 MPa on gross area
105.5 MPa on net area
95.0 MPa on net area

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Moment
Slope
Load
Displacement

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