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 3 of 4.
Deepak said:
10 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.
Kabang said:
10 years ago
Thanks everyone for sharing your knowledge.
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.
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.
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.
I need maximum number of con-traflexture points for cantilever, simply supported, propped, overhanging and fixed beams.
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.
Milton singh said:
1 decade ago
Point of inflection is where shear force changes sign.
Point of contraflexure is where bending moment changes sign.
Point of contraflexure is where bending moment changes sign.
S.Basavachetan said:
1 decade ago
In BM diagram sign changes from +ve to -ve & becomes zero is called point of contraflexure.
Iswarya said:
1 decade ago
When bending moment is zero shear force is maximum.
Stan said:
1 decade ago
When BM changes sign in a BMD.
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