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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

180
200
150
190

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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
125 t2/h
75 t2/h
175 t2/h

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

±0.2p
±0.7p
zero
± 0.5 p

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.68 D
0.5 D
0.78 D
0.88 D

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

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

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Design of Steel Structure
Steel tanks are mainly designed for

water pressure
weight of tank
wind pressure
earthquake forces

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