Civil Engineering - GATE Exam Questions - Discussion

@ : Home > Civil Engineering > GATE Exam Questions > Section 1 - Discussion

Read more:

"When ambition ends, happiness begins."
- (Proverb)

The number of simultaneous equations to be solved in the slope deflection method, is equal to :

[A]. the degree of statical indeterminacy
[B]. the degree of kinematic indeterminacy
[C]. the number of joints in the structure
[D]. none of the above

Answer: Option


No answer description available for this question.

Divya said: (Mon, Feb 2, 2015 03:19:13 PM)    
Explain me how it is?

Anil Das said: (Sun, Feb 22, 2015 07:14:40 PM)    
The no. of equation formed depends on the no. of joints.

Shahzad said: (Thu, Apr 23, 2015 09:37:57 AM)    
The number of equation depend upon the support and joint.

Ammu said: (Thu, Jul 2, 2015 08:48:16 PM)    
Please explain clearly.

Rajesh said: (Sun, Jul 5, 2015 12:26:30 PM)    
Explain how?

Jaya said: (Fri, Jul 10, 2015 04:07:21 PM)    
I can't understand.

Vengat said: (Tue, Jul 14, 2015 10:53:15 AM)    
I want deep explanation.

Moni said: (Fri, Jul 24, 2015 12:09:35 PM)    
In slope deflection method: The simultaneous equation can be solved only by the count of number of joints in that structure.

Lokesh said: (Mon, Jul 27, 2015 07:59:54 PM)    
Whatever the forces formed are acting in any type of structure, will act on joints (imagine all supports can be considered as joints, but joints are not supports). Force can act horizontal & vertical at any joints. Generally to get unknown forces we will prepare equations accordingly.

Vara said: (Thu, Oct 1, 2015 03:56:59 PM)    
Number of equation depends upon the number of joints.

Rihan said: (Mon, Nov 2, 2015 10:07:40 AM)    
Consider 1 frame equation to be solve is 3 now explain how it depends on joint.

It depends on KI neglecting axial deformation.

Write your comments here:
Name *:     Email:

© 2008-2015 by IndiaBIX™ Technologies. All Rights Reserved | Copyright | Terms of Use & Privacy Policy

Contact us:     Follow us on twitter!