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Theory

Pretest

Procedure

Simulation

Posttest

References

Contributors

Feedback

Slope Deflection Method II (Frame)

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Intermediate

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1. In structural engineering, the slope deflection method is primarily used for analyzing?

a: Determinate structures Explanation

Explanation

b: Indeterminate structures Explanation

Explanation

c: Non-elastic materials Explanation

Explanation

d: Simple beams Explanation

Explanation

2. What are unknown displacements for a non-sway frame?

a: Translations Explanation

Explanation

b: Rotations Explanation

Explanation

c: Translations and rotations Explanation

Explanation

d: Non of the above Explanation

Explanation

3.What are the unknown values assigned at the ends of each member in the slope deflection method?

a: Forces Explanation

Explanation

b: Rotations Explanation

Explanation

c: Displacements and Rotations Explanation

Explanation

d: Moments Explanation

Explanation

4. Which of the following shall be a non-sway frame?

a: Symmetrical frame under horizontal loads Explanation

Explanation

b: Symmetrical frame under vertical loads Explanation

Explanation

c: Symmetrical frame under both horizontal & vertical loads Explanation

Explanation

d: All of above Explanation

Explanation

5. The slope deflection method is _______.

a: Numerical technique Explanation

Explanation

b: Analytical technique Explanation

Explanation

c: Empirical method Explanation

Explanation

d: Experimental method Explanation

Explanation

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