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Engineering · Civil Engineering
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Please clearly answer all parts to this problem. Please explain any parts that are very technical in this problem. Please write clearly and label everything clearly so that I can understand.

The two-span steel beam shown below has a pin support at A and roller supports at C and D. The moment hinge at B makes the beam statically determinate. The beam has elastic modulus, E-29000 ksi, and second monnent of area, 1-2100 İn4. w-0.3 kip/ft 6 ft 6 ft 9 ft 1. Solve for the external reactions 2. Develop analytic expressions for the internal bending moment, Mi( and M2(x2), over each span using the coordinates 0,6, r0,6 ft, and 3 [0,9 ft shown in the figure above 3. Draw the moment diagram by cantilevered parts at A 4. Draw the moment diagram by cantilevered parts at B (the hinge location) 5. Use double integration to find the deflected shape, u1(), u2(r), and u3(z3), using the coordinates x1, z2, and z3 shown in the figure above Note: At the hinge location, B, the deflection is continuous, but the rotation is not Note: Make sure your deflected shape is in units of inch, not feet Note: The numerical values in your deflected shape should be correct to 3 significant digits, e.g., 0.00134 0.0248r.. 6. Report the magnitude and direction (up or down) of the extreme deflection in spans AC and CD

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