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A rectangular foundation, 2 m × 4 m, transmits a uniform pressure of 450 kN/m2 to the underlying soil. Verify the vertical stress at a depth of 1 metre below the foundation at a point within the loaded area, 1 metre away from a short edge and 0.5 metre away from a long edge. Use Boussinesq's theory.
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I need some help sizing a rectangular plate that will distribute my load to the simply supported beams below.
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Magnitude of torque - bending moment: A prismatic bar of hollow circular cross-section along with outer and inner diameters 100 mm and 80 mm correspondingly, carries a bending
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