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The floor system shown below in subjected to live of 3 kN/m$^{2}$ and floor finish load of 1 kN/m$^{2}$ .

Floor to floor height is 3.6 m and wall thickness is 230 mm. Use LSM and adopt concrete M$_{20}$, steel Fe$_{415}$ to design. a) Slab S 1 b) Beam $B_{2} -B_{3} -B_{4}$ also sketch the reinforcement details.

mumbai university ddrcs • 323  views
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