dead load =self weight + 25 psf Live load = 80 psf properties = concrete column and concrete beam Structural object = Flat slab with perimeter beam 6 stories 12 ft tall stories 4 bays x 3 bays

PLEASE ATTACT ETABS FILE

1- Design the reinforced concrete building that was analyzed in the classroom (see figure below). The design should be according to ACl380 19. The loads considered in the analysis should also be considered in the design, these include dead load, superimposed dead load, live load, and wind loads (automatic ASCE 7-16 default values are used). 2- Provide reinforcement detailing for one interior continuous beam, one interior column, and one shear wall. 1- Design the reinforced concrete building that was analyzed in the classroom (see figure below). The design should be according to ACl380 19. The loads considered in the analysis should also be considered in the design, these include dead load, superimposed dead load, live load, and wind loads (automatic ASCE 7-16 default values are used). 2- Provide reinforcement detailing for one interior continuous beam, one interior column, and one shear wall