Civil Engineering - Steel Structure Design
Exercise : Steel Structure Design - Section 3
- Steel Structure Design - Section 1
- Steel Structure Design - Section 2
- Steel Structure Design - Section 3
- Steel Structure Design - Section 4
- Steel Structure Design - Section 5
16.
When the length of a tension member is too long
17.
An imaginary line along which rivets are placed, is known as
18.
The allowable stress in axial tension is generally kept less if thickness of the member is more than
19.
The maximum permissible slenderness ratio of compression member carrying dead and superimposed load, is
20.
The safe working pressure for a spherical vessel 1.5 m diameter and having 1.5 cm thick wall not to exceed tensile stress 50kg/cm2 , is
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