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REINFORCED CONCRETE DESIGN CLASS PROJECT The structural floor plan of a three-story (ground floor, two suspended floors, and a roof office building is shown on the next page. The floor includes one and two way solid slabs. The new building will be located in Sharjah, UAE. The floor systems consist of one-way and two-way solid slabs supported by beams running in both directions as shown in the floor plan. The design loads for the floor (in addition to the self-weight) include a superimposed dead load SDL) of 1.5 kN/m to account for moveable partitions, ceiling panels, etc. and a superimposed live load (LL) to be 1.0 kN/m2. In addition, a 0.75 kN/m wall load is applied around the building perimeter. The design loads for the roof (in addition to the self-weight) include a superimposed dead load (SDL) of 0.5 kN/m A. Design the one-way slabs S1 and S2 of the second suspended floor. B. Design the continuous beams of the first floor on column lines A and C of the second suspended floor and the assuming that they support the one-way and two way slab system. C. Design and detail the columns for all three stories for the location where column lines C and 2 intersect. Show all calculations and final design details for the members designed in this project. Dimension Assignments by Groups Parameter 5.5 m 30 MPa 420 MPa

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