Mechanical Engineering - Strength of Materials - Discussion
Discussion Forum : Strength of Materials - Section 1 (Q.No. 2)
2.
A vertical column has two moments of inertia (i.e. Ixx and Iyy ). The column will tend to buckle in the direction of the
Discussion:
43 comments Page 3 of 5.
Ravinder saini said:
1 decade ago
Minimum moment of inertia because bending moment is inversely proportional to moment of inertia.
Shanty said:
8 years ago
Why we must take the least second moment of inertia in calculating value of radius of gyration?
(1)
Rishi chauhan said:
1 decade ago
You can say in simple words the moment of inertia is inversely proportional to bending stress.
Pravin said:
9 years ago
Option C should be the answer C because buckling load is proportional to moment of inertia.
Keshav said:
7 years ago
It is easy to understand. Say which column will be easy to bend ? Where inertia is less.
(1)
Ashish said:
1 decade ago
Buckling takes place about minimum radius of gyration or least moment of inertia.
Nitin Patel said:
1 decade ago
Beam will be buckle with respect to axis which having least moment of inertia.
Navneet gupta said:
1 decade ago
Buckling occurs with least radius of gyration hence option D is the correct.
Rajneesh agrahari said:
1 decade ago
Column is always buckle to the axis of load about vertical direction.
Pratik said:
1 decade ago
What will be the basic difference between buckling and bending?
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