Showing posts with label Easy explanation for degree of indeterminacy of structure. Show all posts
Showing posts with label Easy explanation for degree of indeterminacy of structure. Show all posts

Sunday, 3 December 2017

An alternative note on degree of indeterminacy for structure for better grasp of the important concept

Before explaining this concept again, I need few question to be answer, just few algebraic expressions to solve to get a unique answer. Here it is,

Q1. Determine the value of x from the following equation

5 x + 15 = 45

Q2. Determine the value of x and y from the following equation

2 x + y = 5

That's it. 
    You can confidently say that the value of x in question Q1 is 6 with a great confidence  but when it comes the Q2, you can not have a unique answer, one can say for its x = 2 and y = 1 while second one can say that its x = 2.5 and y = 1 and third one can say its x = 0 and y = 5 and so on. In other words, you obtain a unique answer for Q1 and infinite number of answers for Q2
    Now, let me modify the Q2 and name it as Q3. Here it is,

Q3. Determine the value of x and y from the following equation

2 x + y = 5
     x + y = 3  

Now, for Q3 you can say that the answer is x = 2 and y = 1 with the same confidence as for Q1.

The idea for obtaining degree of indeterminacy for structure is same. For example when you evaluates static degree of indeterminacy for a structure you make a judgement will you certainly obtain the values of support reactions by using equilibrium equations for provided loading conditions.

Degree of indeterminacy of trusses

The derivations of degree of indeterminacy of  static and kinematic type are derived in the following videos in two parts. Also various met...