13- - is defined as deformations not only cause line segments to elongate or contract, but they also cause them to change direction. A)Normal Strain The normal strains cause a change in - B) Normal Stress C) Shear strain 14- A)Direction B) shape C) volume 15- The shear strains cause a change in its shape. C) volume A)Direction We can determine the - by dividing the applied load P by the specimen's original cross-sectional area Ap. A)engineering stress B) True stress B) shape 16- C) Engineering strain D) True strain 17- is found directly from the strain gauge reading, or by dividing the change in the specimen's gauge length, 8, by the specimen's original gauge length Lo. A)Engineering stress B) True stress C) Engineering strain D) True strain

13- - is defined as deformations not only cause line segments to elongate or contract, but they also cause them to change direction. A)Normal Strain The normal strains cause a change in - B) Normal Stress C) Shear strain 14- A)Direction B) shape C) volume 15- The shear strains cause a change in its shape. C) volume A)Direction We can determine the - by dividing the applied load P by the specimen's original cross-sectional area Ap. A)engineering stress B) True stress B) shape 16- C) Engineering strain D) True strain 17- is found directly from the strain gauge reading, or by dividing the change in the specimen's gauge length, 8, by the specimen's original gauge length Lo. A)Engineering stress B) True stress C) Engineering strain D) True strain

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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