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| Q. |
Complex stresses may occur when |
| A. | loads are inclined to principal axes |
| B. | loads are along principal axes |
| C. | symmetrical section are used |
| D. | small values of shear and bending moment occur at section |
| Answer» A. loads are inclined to principal axes | |
| Explanation: complex stresses may arise when loads are inclined to principal axes, when unsymmetrical sections are used or when large values of shear and bending moment occur at section. | |
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