Civil Engineering - Theory of Structures - Discussion

Discussion Forum : Theory of Structures - Section 1 (Q.No. 4)
4.
The point of contraflexure is the point where
B.M. changes sign
B.M. is maximum
B.M. is minimum
S.F. is zero.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
20 comments Page 1 of 2.

Mahesh said:   9 years ago
Point of contraflexure is the point at which bending moment changes sign not the point at which bending moment is zero.

E.g. for a cantilever carrying a point load at its free end. BM at the free end is zero but no sign change ocure so it is not a point of contraflexure.
(2)

Kamal said:   10 years ago
I think When SF change its sign at that point call a point of contraflexure. So at that time SF becomes zero and when SF becomes zero BM becomes maximum.

Mavish said:   1 decade ago
At contraflexure S.F is max so ultimately B.M is zero. And at this point B.M changes its sign means 1st it will reach 0 then change in sign occur.

Cyruz said:   1 decade ago
I was taught by my lecturer that the point of contraflexure is the point where the bending moment is zero. How true is that?

Emmanuel said:   10 years ago
Were sagging B.M changes to hogging. That is from positive to negative or can be said to be point of zero shear force.

Santhosh kumar said:   6 years ago
Point of contraflexure occurs where bending moment changes its sign from positive to negative or viceversa.

Divyanshu sah said:   1 decade ago
Point of contraflexure is where BM changes its sign i.e from +to- or -to+.

S.F is maximum at that point.

Ms ansari said:   8 years ago
When the load coming change. It's which udl to point load because create point of contraflexure.

Kuldeep said:   9 years ago
The point of contraflexure is mid point of beam where are bending moment are zero.

Lakshmi Narayana said:   5 years ago
It is a point where B.M changes sign from positive to negative or becomes zero.


Post your comments here:

Your comments will be displayed after verification.