1. A semi-infinite steel beam of second moment of area I, = 4.0 × 10° mmª is supported on an elastic foundation of modulus k = 8.0 MPa and loaded by a downward force Fo = 10.0 kN and a moment Mọ = 20.0 kN - m at the end. Find the slope and deflection at the free end (Esteel = 210 GPa). %3D

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A: For the beam E = 4.176 x 106 ksf

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A: For solution please refer below images.

Q: Consider the beam with properties and loadings as described in the figure and parameter table.…

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