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 :
the degree of statical indeterminacy
the degree of kinematic indeterminacy
the number of joints in the structure
none of the above
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
43 comments Page 1 of 5.

Sahil said:   2 years ago
Exactly, option B is the correct answer.
(1)

Rahul said:   8 years ago
It has to be degree of kinematic indeterminancy.

Snehal Wankhede said:   8 years ago
Answer is B.
Lets say for frame ABCD EqS are,
Mab, Mba, Mbc, Mcb, Mcd, Mdc, ΣMb=0 ΣMc=0.

Sangram said:   8 years ago
For frame ABCD EqS are,

Mab, Mba, Mbc, Mcb, Mcd, Mdc, ∑Mb=0 ∑Mc=0.

Vinay said:   8 years ago
@All.

SLOPE DEFLECTION METHOD:

* Slope deflection method was proposed by George A. Maney in 1914.
* The slope deflection equation will give the relationship between B.M rotation and deflections.
* The number of simultaneous equations to be solved in the slope deflection method is equal to the number of joint displacements in the structure.
* In the slope deflection equations, the deformations are considered to be caused by B.M only.
* In slope deflection method, joint rotations are taken as unknowns.
* Slope deflection method is used to find S.F. and B.M. in a structure in which Slope and deflections are unknown.
* Slope deflection method can be used to analyse All the structures (Fixed beams, Continuous beams, Multi-storey portal frames).
* The slope deflection method of structural analysis is a method of displacement.
* Slope deflection method can be used to solve Statically indeterminate beams/statically indeterminate structures.

Sowjanya said:   8 years ago
Please explain about statical indeterminacy and kinematic indeterminacy.

Rishi said:   7 years ago
When was these question asked in gate exam?

Please give the correct details about it.

Asaithambi said:   7 years ago
Statical indeterminacy =strain energy method, it is support action.

Kinematic indeterminacy=flexibelity method, stiffness (or) displacement method, it is joint action.

Abhi said:   7 years ago
Depends on kinetic indeterminacy.

Suman said:   7 years ago
The number of equation depends upon the joints.


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