Civil Engineering - Strength of Materials - Discussion
Discussion Forum : Strength of Materials - Section 1 (Q.No. 5)
5.
In a loaded beam, the point of con-traflexture occurs at a section where
Discussion:
37 comments Page 4 of 4.
N.Akhil said:
7 years ago
The point of inflection is BM is 0.
The point of contraflexure is BM is 0 and change its sign.
That is all point of contraflexures are the point of infletion but all point of infletion are not point of contraflexure.
Hope you understand.
The point of contraflexure is BM is 0 and change its sign.
That is all point of contraflexures are the point of infletion but all point of infletion are not point of contraflexure.
Hope you understand.
(1)
Ankit verma said:
7 years ago
Inflection point ----- it is the point, where S.F is 0 or change its sign.
Contraflexure point ----it is the point, where B.M is 0 or change its sign.
Contraflexure point ----it is the point, where B.M is 0 or change its sign.
(3)
Govind Kalke said:
7 years ago
Bm diagram going to change its sign.
(1)
Shaswat said:
6 years ago
Contraflexure means the point where BM changes sign or becomes 0.
Inflection means the point in the beam where the deflected shape changes, either from hogging to sagging or saaging to hogging.
Inflection means the point in the beam where the deflected shape changes, either from hogging to sagging or saaging to hogging.
(3)
Siddharth singh lamba said:
6 years ago
If a moment work on a simply supported bean then what is the shape of s.f.d and b.m.d?
Sneha said:
5 years ago
POI are the points where bending moment equals zero.
POC are the points where bending moment changes the sign.
So, all POC are POI, but all POI are not POC.
POC are the points where bending moment changes the sign.
So, all POC are POI, but all POI are not POC.
(3)
Sneha said:
5 years ago
@siddhardth sigh lamba.
It completely depends on where the external moment occurs and what is its direction.
It completely depends on where the external moment occurs and what is its direction.
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