When the normal stresses are at their maximum or minimum values, the shear stresses are zero. We can use the Mohr's circle to determine multiple loading conditions. Principals Stresses always occur when the stress element is rotated such that the shear stresses are 1. In columns, cross-sectional is selected such that the allowable stress is not exceeded, and the deformation falls within specifications. In buckling loads of columns, if I increase the length of an element, the critical load will decrease. In buckling loads of columns, if I increase the inertia of an element, the critical load will decrease. The fixed-pinned end condition provides the greatest effective length of a column. The pinned-pinned end condition provides the lowest effective length of a column. In stress transformations, for certain angles, the normal stress will reach maximum and minimum values, and that these maximum and minimum values are separated by an angle of 90 degrees. Mohr's circle is a method to facilitate the determination of normal and shear stresses for different orientations of the 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. stress element.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. __________ When the normal stresses are at their maximum or minimum values, the shear stresses are zero.
2. __________ We can use the Mohr's circle to determine multiple loading conditions.
3. __________ Principal stresses always occur when the stress element is rotated such that the shear stresses are 1.
4. __________ In columns, cross-sectional is selected such that the allowable stress is not exceeded, and the deformation falls within specifications.
5. __________ In buckling loads of columns, if I increase the length of an element, the critical load will decrease.
6. __________ In buckling loads of columns, if I increase the inertia of an element, the critical load will decrease.
7. __________ The fixed-pinned end condition provides the greatest effective length of a column.
8. __________ The pinned-pinned end condition provides the lowest effective length of a column.
9. __________ In stress transformations, for certain angles, the normal stress will reach maximum and minimum values, and that these maximum and minimum values are separated by an angle of 90 degrees.
10. __________ Mohr's circle is a method to facilitate the determination of normal and shear stresses for different orientations of the stress element.
Transcribed Image Text:1. __________ When the normal stresses are at their maximum or minimum values, the shear stresses are zero. 2. __________ We can use the Mohr's circle to determine multiple loading conditions. 3. __________ Principal stresses always occur when the stress element is rotated such that the shear stresses are 1. 4. __________ In columns, cross-sectional is selected such that the allowable stress is not exceeded, and the deformation falls within specifications. 5. __________ In buckling loads of columns, if I increase the length of an element, the critical load will decrease. 6. __________ In buckling loads of columns, if I increase the inertia of an element, the critical load will decrease. 7. __________ The fixed-pinned end condition provides the greatest effective length of a column. 8. __________ The pinned-pinned end condition provides the lowest effective length of a column. 9. __________ In stress transformations, for certain angles, the normal stress will reach maximum and minimum values, and that these maximum and minimum values are separated by an angle of 90 degrees. 10. __________ Mohr's circle is a method to facilitate the determination of normal and shear stresses for different orientations of the stress element.
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