5. The deflection of a beam is a. Directly proportional to the load and inversely proportional the moment of inertia c. Directly proportional to the load but inversely proportional to the modulus of elasticity b. Inversely proportion to the d. All of the above moment of inertia but directly prortional to the length 6. A beam fixed on one end, and roller support on the other end, and another roller support along the midspan is a. Statically determinate c. Statically determinate to the second degree d. None of the above b. Statically indeterminate to the first degree 7. Which of the following statement is true? a. Statically determinate structures are more stable (or rigid) than indeterminate structures c. Determinate structures have no problems when there's support settlements d. None of the above b. The deflection (or deformation) of determinate structures is greater than indeterminate structures because of smaller stresses. a. Makes the problem statically determinate c. Reduces the degree of static indeterminacy b. Makes the problem kinematically determinate d. 8. The use of internal hinge Reduces the degree of kinematic indeterminacy

5. The deflection of a beam is a. Directly proportional to the load and inversely proportional the moment of inertia c. Directly proportional to the load but inversely proportional to the modulus of elasticity b. Inversely proportion to the d. All of the above moment of inertia but directly prortional to the length 6. A beam fixed on one end, and roller support on the other end, and another roller support along the midspan is a. Statically determinate c. Statically determinate to the second degree d. None of the above b. Statically indeterminate to the first degree 7. Which of the following statement is true? a. Statically determinate structures are more stable (or rigid) than indeterminate structures c. Determinate structures have no problems when there's support settlements d. None of the above b. The deflection (or deformation) of determinate structures is greater than indeterminate structures because of smaller stresses. a. Makes the problem statically determinate c. Reduces the degree of static indeterminacy b. Makes the problem kinematically determinate d. 8. The use of internal hinge Reduces the degree of kinematic indeterminacy

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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