Only do equivalent to steel **Text Transcription and Diagram Explanation for Educational Purposes****Problem Statement:**The cross section of the composite beam shown is constructed of a rectangular section of brass bonded to a half-round section of steel. Let \( E_s = 30 \) Mpsi for the steel and \( E_b = 15 \) Mpsi for the brass. Determine (a) the maximum tensile and compressive bending stresses in the brass and steel, respectively, and (b) the deflection of the free end of the beam.Solve this problem two ways. First, let the equivalent section be of steel. Second, let the equivalent section be of brass.**Diagram Explanation:**1. **Left Diagram:** - A beam is fixed at one end and subjected to a uniform distributed load of 200 lb/in along its length. - The length of the beam under the load is specified as 20 units.2. **Right Diagram:** - The cross-section of the composite beam is illustrated showing two materials. - The top half of the cross-section is denoted as "Brass" with a horizontal width of 3.0 units. - The bottom half is labeled "Steel," forming a half-circle with a vertical depth of 2.0 units.These diagrams provide a visual representation of the problem, illustrating the beam's loading condition and cross-sectional details necessary for calculating stresses and deflection.

The elasticity of steel is .The elasticity of brass is .When the equivalent section is of steel onlyFigureDimensionAreaCentroid distanceMoment of inertia12Calculation of neutral axis lengthCalculation of moment of inertia about neutral axisThe beam is cantilever supportCalculation of maximum bending momentCalculation of maximum compressive stress Calculation of maximum tensile stressCalculation of deflection at free endFor equivalent section is steel(a) The maximum tensile stress is .The maximum compressive stress is .(b) The deflection at free end is