Define a C++ function to calculate the Critical Buckling Stress of a structural column.

In structural engineering, the Critical Buckling Stress for a column can be determined using the following equation in the Load and Resistance Factor Design method:

Fcr={(0.658)λc2Fyλc≤1.50.877λc2Fyλc>1.5" role="presentation" style="display: inline; font-style: normal; font-weight: normal; line-height: normal; font-size: 12px; text-indent: 0px; text-align: center; text-transform: none; letter-spacing: normal; word-spacing: normal; word-wrap: normal; white-space: nowrap; float: none; direction: ltr; max-width: none; max-height: none; min-width: 0px; min-height: 0px; border: 0px; padding: 0px; margin: 0px; position: relative;">Fcr={(0.658)?2cFy0.877?2cFy?c?1.5?c>1.5Fcr={(0.658)?c2Fy?c?1.50.877?c2Fy?c>1.5

in which λc" role="presentation" style="display: inline; font-style: normal; font-weight: normal; line-height: normal; font-size: 12px; text-indent: 0px; text-align: left; text-transform: none; letter-spacing: normal; word-spacing: normal; word-wrap: normal; white-space: nowrap; float: none; direction: ltr; max-width: none; max-height: none; min-width: 0px; min-height: 0px; border: 0px; padding: 0px; margin: 0px; position: relative;">?c?c is the slenderness ratio, a measure of how slender the column is, and Fy" role="presentation" style="display: inline; font-style: normal; font-weight: normal; line-height: normal; font-size: 12px; text-indent: 0px; text-align: left; text-transform: none; letter-spacing: normal; word-spacing: normal; word-wrap: normal; white-space: nowrap; float: none; direction: ltr; max-width: none; max-height: none; min-width: 0px; min-height: 0px; border: 0px; padding: 0px; margin: 0px; position: relative;">FyFy is the yield force at which the columns material will fail. Define a C++ function to calculate the critical buckling stress of a column according to the following contract:

/** * Calculate the critical buckling stress of a column according to the * Load and Resistance Factor design method. * * @param yieldForce force at which the material will fail [Newtons] * @pre > 0 * @param slenderness ratio of the column's length to a measure of its * width (radius of gyration of its cross-section) * [dimensionless] @pre > 0 * * @returns the critical buckling stress as is used in the * Load and Resistance Factor design method [Newtons] */ double criticalBucklingStress(double yieldForce, double slenderness);

a C++ to fail. Define a C++ function to calculate the critical buckling stress of a column according to the following contract Load and Resistance factoni desigh nellhod