Q5 / In stiffness-limited applications, it is elastic constraint: it limits performance. In strength-limited applications, deflection is acceptable provided the component does not fail; strength is the active constraint. Derive the material index for selecting materials for a beam of length L, specified strength and minimum weight. For simplicity, assume the beam to have a solid square cross-section t x t. You will need the equation for the failure load of a beam. It is below

Q5 / In stiffness-limited applications, it is elastic constraint: it limits performance. In strength-limited applications, deflection is acceptable provided the component does not fail; strength is the active constraint. Derive the material index for selecting materials for a beam of length L, specified strength and minimum weight. For simplicity, assume the beam to have a solid square cross-section t x t. You will need the equation for the failure load of a beam. It is below