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
bending moment is minimum
bending moment is zero or changes sign
bending moment is maximum
shearing force is maximum
shearing force is minimum.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
37 comments Page 2 of 4.

Milton singh said:   1 decade ago
Point of inflection is where shear force changes sign.

Point of contraflexure is where bending moment changes sign.

Gulshan Kumar said:   1 decade ago
Point of inflection is that point where any curve changes it's sign. But point of contraflexure is that point where bending moment changes it's sign.

Venkat said:   1 decade ago
In which beams con-traflexture points occur?

I need maximum number of con-traflexture points for cantilever, simply supported, propped, overhanging and fixed beams.

Niraj kumar yadav said:   10 years ago
Contraflexture means opposite bending means conraflexture is which point these bending is zero there don't any typical bending created its than possible that all these signs of these beam are opposite and beam edge are long.

Charan sai said:   10 years ago
Note not to confuse between point of contraflexure and point of inflection. Many saying they are same but they are not actually same, they both are different.

Kabang said:   10 years ago
Thanks everyone for sharing your knowledge.

Deepak said:   9 years ago
#POC is that where the shear force change its sign not bending moment and in this case bending moment is usually the maximum.

Deepak jaiswal said:   9 years ago
Point of Contraflexure is point on bending moment diagram and point of inflection is point on the deflected shape.

POC is the point where bending moment changes sign and POI is the point where curve changes sign (EXP- convex to concave).

Jitendra malviya said:   9 years ago
A point of contraflexure is the point where the BM curve intersects zero line.

Prakash keskar said:   9 years ago
Point of contra flexure is the point where bending moment is zero.


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