Civil Engineering - GATE Exam Questions - Discussion
Discussion Forum : GATE Exam Questions - Section 1 (Q.No. 1)
1.
The number of simultaneous equations to be solved in the slope deflection method, is equal to :
Discussion:
43 comments Page 2 of 5.
Snehal Wankhede said:
8 years ago
Clearly explained @Vinay "joint displacement" NOT "no of joints". So joint displacement is nothing but kinematic indeterminacy. Option is B.
Dinesh said:
8 years ago
What is the difference of determinacy and indeterminacy?
Vikash prajapati said:
8 years ago
I think B & C both is CORRECT.
Duraisamy said:
8 years ago
Slope deflection methods applied shear and joints.
Mohanraj said:
8 years ago
We can not form the equation at the fixed support (joint). So it will not depend on joints. It will depend on kinematic indeterminacy. We can form the equations at intermediate and simple joints only. Because there only kinematic indeterminacy is possible.
Naveen said:
8 years ago
It depends upon Kinematic Indeterminacy.
Pavithra M M said:
8 years ago
How is it please tell in the slope deflection we are not taking joints?
Tanu said:
8 years ago
Option B is correct because No of equation required =Dk.
Girish said:
7 years ago
@Vinay.
It is no of joint rotation and not number of joints
In the non-sway frame, only rotation of joints considered as an unknown, which is nothing but the degree of kinematic indeterminacy.
In sway frame sway of frame i.e. horizontal displacement of the frame is additional unknown, which is also nothing but the additional degree of kinematic indeterminacy.
It is no of joint rotation and not number of joints
In the non-sway frame, only rotation of joints considered as an unknown, which is nothing but the degree of kinematic indeterminacy.
In sway frame sway of frame i.e. horizontal displacement of the frame is additional unknown, which is also nothing but the additional degree of kinematic indeterminacy.
S. Biswas said:
7 years ago
Answer should be 'Degree of Kinematic Indeterminacy'. Slope Deflection method is a kinematic method. The unknowns in this method are the unknown displacements or translations and unknown rotations at joints of any structure which is subjected to bending. Hence the number of simultaneous equations to be solved in the slope deflection method, is equal to degree of kinematic indeterminacy.
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