COMPARISON OF THE EFFICIENCY OF A TRAPEZOIDAL SHAPED STEEL AND R.C.C STRUCTURE

Einforced concrete structures are the extremely used structures in India for its convenience in construction and economical for low-rise buildings but coming to the medium and high rise buildings these R.C.C structures are no more convenient and economical due to variation in parameters such as decrease in stiffness, increase of dead loads, restriction of span in both directions and complicated formwork. Thus for the designers, it has bec producing optimized and economical design for high rise buildings. In addition inclusion of and seismic parameters is necessary for designing of high rise buildings. Use of steel in buildings helps in overcoming the above problems due to its enhanced performance by neglecting the difficulties in manufacturing of steel. But many designers do not accept the steel structural system due to its complexity in analysis and design. From the past studies adoption of steel structural system gives highly durable, economical and improved seismic performance characteristics to the buildings. The accompanying study talks about correlation of execution of unsymmetrical (Trapezoidal) molded G+12, R.C.C. and steel working under the impact of wind and seismic conditions utilizing ETABS