Question

You are to work on this portion independently. By signing your name, you affirm that all work was done by yourself and without any collaboration. Submission will not be accepted without this cover page SIGNATURE DATE The county purchased an old bank building for use in the downtown community college campus. The old bank vault is located on the second floor. The idealized framing plan for the floor system is shown below. A floor slab is constructed using 3-inch thick stone concrete 12 ft in The vault walls are made of 4-in thick lightweight solid concrete masonand have a height of 10 ft. The college library wants to store their special collections of books and manuscripts in the old vault. The live load on the slab for the whole floor is 40 psf. The expected load in the library would increase the floor load only in the vault by another 100 psf. Beam DOF was spliced together with supports as shown in Figure 2 10 ft 10 ft Hinge Vault 10 ft Vault Fixed Wall Roller 5 ft5ft 10 ft 20 ft Figure 2 Figure 1 Plan View Determine the equations of the elastic curve (dv/dx and v) for beam DOF using the specified x coordinate. El is constant. Use the conjugate-beam method

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Answer 1

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