The number of unknown to be determined in the slope deflection is equal to
- ADegree of static indeterminacy
- BDegree of kinematic indeterminacyCorrect
- CSum of static and kinematic indeterminacies
- DNo. of joints in structure
Solution
Concept
The slope-deflection method formulates equilibrium equations in terms of kinematic unknowns (slopes and deflections).
Step-by-step solution
1. Identify the fundamental approach of the slope-deflection method, which uses joint displacements as primary unknowns. 2. Recall that the kinematic indeterminacy (Dk) represents the total number of independent joint rotations and translations. 3. Conclude that the number of simultaneous equations and unknowns equals the degree of kinematic indeterminacy.
Explanation
In the slope-deflection method, the basic unknowns are the independent joint rotations (slopes) and joint translations (displacements/sways). Therefore, the number of unknowns to be determined is equal to the degree of kinematic indeterminacy of the structure.
Why the other options are wrong
A: Degree of static indeterminacy represents unknowns in force methods. C: The sum of both is not used as unknowns in this method. D: Number of joints does not directly equal the unknowns since support conditions and member inextensibility affect Dk.
Shortcut
Slope deflection method = Kinematic indeterminacy (Dk). Moment distribution method = Joint rotations only.
Common mistake
Confusing kinematic indeterminacy with static indeterminacy (Ds), which is used in force methods like consistent deformation.
Correct answer: B) Degree of kinematic indeterminacy