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Question-6 a. A 12 ft clear span one way slab with an overhanging cantilever slab of 5 ft is shown in Fig. 6. The

Question-6 a. A 12 ft clear span one way slab with an overhanging cantilever slab of 5 ft is shown in Fig. 6. The slab supports live load 60 psf in addition to its own self weight. Assume partition wall load 50 psf and floor finish load 30 psf. Design the slab using USD method. Show reinforcement details in neat sketches. Material strength f= 3 ksi and fy = 60 ksi. 12' one way slab. Figurce: 6 5-

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