Civil Engineering - Strength of Materials - Discussion
Discussion Forum : Strength of Materials - Section 2 (Q.No. 2)
2.
The number of points of contraflexure in a simple supported beam carrying uniformly distributed load, is
Discussion:
12 comments Page 2 of 2.
Jajwinder Singh said:
5 years ago
Right @Bhakti.
Thank you.
Thank you.
Pankaj Pokhrel said:
2 years ago
For a point to be a point of contra flexure, the bending moment must change its sign.
Only 0 bending moment doesn't create a point of contra flexure.
Only 0 bending moment doesn't create a point of contra flexure.
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