Nehul Pokharna

SD4006

FLAT SLAB WITH PERIPHERAL BEAM

The project is the design of a G+8 Commercial building in seismic zone III using a Flat Slab system with peripheral beam system. The project discusses the behavior of flat slab in seismic load, and different system which can be incorporated to increase its in plane stiffness.There are stringent criteria given for flat slab system in IS 1893 part1:2016, as there is no frame, so ductility can not be impaired in the system

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Report Content

Objective;Architecture Plan;Structural Plan

Load Consideration;Static Check

Column size for gravity load; Problem statement

Seismic Load

Model C: column with peripheral beam;shear wall with peripheral beam

Shear wall participation

Bracing with peripheral beam

Model D:long shear wall with peripheral beam;size of dynamic unscaled; observation

Shear wall column interaction;storey shear for final scaled model;model mass participation

Detailed drawing; future scope