The principal stresses in the wall of a container are 40 MN/mm² and 80 MN/mm². The normal makes an angle of 30° with a direction of maximum principal stress. The resultant stresses in the plane will be ?
The principal stresses in the wall of a container are 40 MN/mm² and 80 MN/mm². The normal makes an angle of 30° with a direction of maximum principal stress. The resultant stresses in the plane will be ?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The principal stresses in the wall of a container are 40 MN/mm² and 80 MN/mm². The normal makes an angle of 30° with a direction of maximum principal stress. The resultant stresses in the plane will be ?
Transcribed Image Text:40 MN/mm?
30°
30°
80 MN/mm -
80 MN/mm?
40 MN/mm?
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