Deprecated: Methods with the same name as their class will not be constructors in a future version of PHP; qa_layer_9_from_layer_php has a deprecated constructor in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 3
of /home/abouaayt/public_html/aboutcivil/answers/qa-plugin/user-management/layer.php Give brief understanding of degree of static indeterminancy and kinematic indeterminancy. Explain it with more number of examples - Civil Engineering Technical Questions Answers - Ask a Civil Engineer
  • Register
0 votes
Give brief understanding of degree of static indeterminancy and kinematic indeterminancy. Explain it with more number of examples
in Structural Engineering by  

2 Answers

0 votes
Please go through the videos on Review of Basic Structural Analysis I and II. Several examples will show up, and you will gain a better understanding. You may also look up the NPTEL course material on "Structural Analysis", and the textbook authored by me (published by Narosa), in which this topic is discussed in great detail.

Please note that this understanding is a pre-requisite for this course on "Advanced Structural Analysis".
by  
0 votes
Statical Indeterminacy
*Degree of static indeterminacy (S.I) = No.of unknown forces - equations  of  equilibrium
Let
m = No. of members
r = No. of reactions
j = No. of joints
............................................
Type of structure     DOF
.............................................
Fixed                           0
Hinge                          1
Roller                          2
Free                             3
.............................................
            Formulas for (S.I)
Plane Truss(2D):
m+r-2j
• Space Truss (3D):
m+r-3j
• Plane Frame(2D):
3m+r-3j
• Space Frame(3D):
6m+r-6j

                                 Kinematic indeterminacy
*Kinematic indeterminacy(K.I) is the minimum number of independent displacement quantities that we require to know the displaced geometry of the structure.
K.I = Unrestrained kinematic indeterminacy(U.K.I) – total no. of restraints.
U.K.I = No. of joints* D.O.F(degree of freedom)
.......................................................................
Support      No. of restraints           D.O.F
.......................................................................
Roller                   1                              2
Hinge                   2                              1
Fixed                    3                              0
.......................................................................

For explanation through examples please see the NPTEL videos on Introduction to structural analysis.
by  

Related questions

0 votes
0 answers 1.4k views
1.4k views asked Apr 11, 2017 in Structural Engineering by abhishektheversatile  

    Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • engineering

  • Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • building

  • Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • civil

  • Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • soil
0 votes
0 answers 539 views
539 views asked Jun 29, 2015 in Urban Town Planning by mfby2k  

    Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • urban-planning

  • Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • town-planning

  • Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • civil

  • Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • engineering

  • Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • planning
0 votes
0 answers 405 views
405 views asked Jul 31, 2015 in Structural Engineering by mfby2k  

    Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • civil

  • Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • beams
0 votes
0 answers 532 views
532 views asked Jul 6, 2015 in Structural Engineering by mfby2k  

    Warning: count(): Parameter must be an array or an object that implements Countable in /home/abouaayt/public_html/aboutcivil/answers/qa-include/qa-base.php(720) : eval()'d code on line 12
  • civil
...