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 ?

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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 ?
40 MN/mm?
30°
30°
80 MN/mm -
80 MN/mm?
40 MN/mm?
Transcribed Image Text:40 MN/mm? 30° 30° 80 MN/mm - 80 MN/mm? 40 MN/mm?
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