Civil Engineering - Steel Structure Design
Exercise : Steel Structure Design - Section 1
- 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.
The equivalent axial tensile load Pe, which produces an average axial tensile stress in the section equivalent to the combined stress due to axial tension P and bending M, at the extreme fibre of the section, is given by (where Z is the section modulus of the section).
17.
Live load
18.
The most economical section for a column, is
19.
If the depth of two column sections are equal, then the column splice is provided
20.
The distance between e.g. of compression and e.g. of tension flanges of a plate girder, is known as
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers