Civil Engineering - Structural Design Specifications - Discussion
Discussion Forum : Structural Design Specifications - Section 1 (Q.No. 6)
6.
For design of a column the eccentricity of loading shall be taken as the distance from the assumed point of application of the load to the centroid of the column, subject to a minimum of
Discussion:
19 comments Page 2 of 2.
A k dubey said:
8 years ago
The correct answer is 20mm.
Bindu said:
8 years ago
The correct answer is 20mm.
Ankit said:
7 years ago
It's 20mm.
(1)
Jivan shrestha said:
7 years ago
Please correct your answer.
S S Pujar said:
7 years ago
Column in basement, ground floor it's location is correct but in first floor column is shifted on side by 50 mm bodily. Placing of beams at 2nd floor rests on column body. So, structurally is it ok? since centre line of column changing now. This column ends at 2nd-floor roof level. Please answer me.
Sunil said:
6 years ago
The minimum eccentricity of column 20mm.
But given question column should be eccentricity loading so answer 50mm.
But given question column should be eccentricity loading so answer 50mm.
MJM said:
4 years ago
According to me, 20mm is correct.
(1)
Sauban Momin said:
3 years ago
@All
Who are all saying 20mm is the answer, please note that 20mm is the minimum criteria above which a column is considered eccentric in X or Y.
However, when you go to design a column, you have to adopt a higher value of 50mm for a safer design consideration.
Who are all saying 20mm is the answer, please note that 20mm is the minimum criteria above which a column is considered eccentric in X or Y.
However, when you go to design a column, you have to adopt a higher value of 50mm for a safer design consideration.
(3)
SHAMPA SADHUKHAN said:
2 years ago
20 MM CORRECT IS:456 2000 25.4 CL.
(1)
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers