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Engineering · Civil Engineering
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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 moment of area, 1-2100 in w-0.6 kip/ft 5 f 5 ft 8 ft 1. Solve for the external reactions. 2. Develop analytic expressions for the internal bending moment, M,() and 2(2), over each span using the coordinates zı = [0,5] ft, z,-lo, 5] ft, and z3-10, 8] 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).

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