Paper , Order, or Assignment Requirements

Design the following structural members of a proposed building. The building is to be located in Toledo, Ohio. The floor system is to consist of reinforced concrete slab and beams; a partial floor plan is shown on the attached sheet. Service loads and dimensions are given below. The building is to be two (2) stories in height, i.e. the total exterior wall height equals two (2) times the “Floor-to-Floor Height”. Maintain ten feet (10’) minimum floor-to-ceiling (underside of beam) height. The roof load is carried to the exterior columns by roof trusses so the exterior walls do not carry any applied axial load. Use: = 4,000 psi; fy = 60,000 psi; qall = 4,500 psf; ϒe = 110 pcf Part 1) Design the continuous one-way slab (second floor interior section). The main reinforcement is parallel to the short span. Design the simple span beam along column line 2 (interior section). Due __________________________ Part 2) Design column 2-B. Include footing design. Due __________________________ Part 3) Design the CMU exterior wall. Include footing design. Include necessary specifications. Due __________________________ Part 4) Design formwork for the slab, beam, and column. Include necessary specifications. Due __________________________