Mechanical Engineering - Strength of Materials - Discussion
Discussion Forum : Strength of Materials - Section 1 (Q.No. 11)
11.
For a beam, as shown in the below figure, the maximum deflection is 
.
. Discussion:
67 comments Page 6 of 7.
Yogi said:
8 years ago
The correct Answer should be A.
Sanny said:
8 years ago
A is the correct answer.
Rb Dhuriya said:
8 years ago
I think option A is the correct answer.
Radhe said:
7 years ago
Option A is correct, it is a direct formula of it.
Dibas said:
7 years ago
@All.
Here the question is asking for maximum deflection not for the deflection at position C. So the answer here given is correct.
Here the question is asking for maximum deflection not for the deflection at position C. So the answer here given is correct.
Ram said:
7 years ago
It is correct. The correct answer is B.
It's given value in question is deflection at point C NOT Maximum deflection,
And max deflection is to find;
If b > a
So √(l *a)/3 distance from point b.
It's given value in question is deflection at point C NOT Maximum deflection,
And max deflection is to find;
If b > a
So √(l *a)/3 distance from point b.
MD NASEERUDDIN said:
7 years ago
According to Maculay's method when point load act on eccentric then the answer is correct.
Dwaipayan said:
7 years ago
The expression given is True, put, a=b=l/2, and you will get the expression, Wl^3/48EI.
(1)
Rajkotha said:
7 years ago
In simply supported beams deflection =Wl^3/48EI.
In simpy supported with UDL deflection =5Wl^4/384EI.
In simpy supported with UDL deflection =5Wl^4/384EI.
Boyka said:
6 years ago
Does it require constant bending moment equation for Macaulay method?
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers