| 1. | Reinforcing steel wire rope provides resistance to bending moment from loads.
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| 2. | The FRP shell carries the shear and bending moment internal to the beam.
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| 3. | Both the bending moment and the shear force cause stresses in the beam.
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| 4. | A beam bends under bending moment, resulting in a small curvature.
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| 5. | For the bending moment diagram the normal sign convention was used.
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| 6. | Bending moment varies linearly over unloaded sections, and parabolically over uniformly loaded sections.
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| 7. | This bending moment resists the sagging deformation characteristic of a beam experiencing bending.
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| 8. | This arrangement would reduce the bending moment at the wing roots, saving structural weight.
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| 9. | Brazier showed that under steadily increasing curvature the bending moment reaches a maximum value.
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| 10. | Note that the maximum bending moment and deflection occur midway between the two supports.
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