Mechanical Engineering - Strength of Materials - Discussion

Discussion Forum : Strength of Materials - Section 1 (Q.No. 26)
26.
The point of contraflexure is a point where
shear force changes sign
bending moment changes sign
shear force is maximum
bending moment is maximum
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
28 comments Page 3 of 3.

Sunil said:   1 decade ago
Where shear force changes its sign or in maximum bending moment.

Sharafat ali said:   1 decade ago
I agree to @Naresh. Point of contraflexure is that point where BM changes it's sign.

Kittu said:   1 decade ago
POI is the point at which BM is zero. POC is the point at which BM changes its sign. :).

Naresh said:   1 decade ago
Poc is a point of bending moment changes its sign.

Sami said:   1 decade ago
POC is a point in the bending moment diagram where bending moment change its sign i.e. from +ve to -ve or vice versa. By this we can come to a conclusion that poc is a point where bending moment is zero.

VIPIN said:   1 decade ago
BM Max at that time SF change it sign.

Mohan raj said:   1 decade ago
But the given correct answer is bending moment changes its sign.

Prasad said:   1 decade ago
Point of contraflexure is point where Shear force changes its sign and at that point BM is max.


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