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
46.
A fillet weld whose axis is parallel to the direction of the applied load, is known as
47.
Assuming the values of maximum deviation ΔP and ΔE to be 25% of the computed value of P and E respectively, the minimum value of the factor of safety is
48.
In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as
49.
Rolled steel angle sections are classified as
50.
Factor of safety is the ratio of
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