1.

Principal stresses at a point in a plane stressed element are σx = σy = 500 N/mm2. Normal stress on the plane inclined at 45° to the x-axis will be

A. Zero
B. 500 N/mm2
C. 1000 N/mm2
D. 707 N/mm2
Answer» C. 1000 N/mm2


Discussion

No Comment Found