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Volume: 07 Issue: 12 | Dec 2020 www.irjet.net p-ISSN: 2395-0072

Table -10: Analyzed Proportion of Column in STEEL Frame

The data from the analysis of STEEL Structure shows almost similar variation of load and moment at joints. The proportion of loads with respect to zone II is given below that can be used for other calculations-

Table -11: Ratio of Load and Moment at STEEL Frame Node

The analysis of the beam explains the variation of load at different portion of the frame and the ratio of load variation seismic designing and understand the severe case of load combination under such conditions. Data provided below-

Table -12: Ratio of Load and Moment at STEEL Frame Beam

The data of displacement varies in STEEL structure from the RCC frame structure cause the displacement in steel structure is very low as compared to RCC structure. So in case of calculating or assuming the displacement for steel frame structure the analyzed ratio of displacement in each zone with respect to zone II could be referredTable -13: Ratio of Maximum Displacement in STEEL Frame

Through the analysis of STEEL structure, it is cleared that the quantity of material increases with increasing seismic load to avoid the condition of failure. Along with that the amount of change in quantity is also quite clear so that it can be used in cost estimation in different seismic zones.

Table -14: Ratio of Quantity of Materialin STEEL Frame

REFERENCES

[1] IS: 456, “Code of practice for plain and reinforced concrete ,”Bureau of Indian Standards, New Delhi, 2000. [2] IS: 1893, 2002 Part -II, “Code for Seismic Load” . [3] IS: 875, "code of practice for design load (other than earthquake) for buildings and structures" Bureau of

Indian Standards, New Delhi, 2002. [4] IS: 1893, “Criteria for earthquake resistant design of structures general provisions for buildings-Part 1” ,

Bureau of Indian Standards, New Delhi, 2002. [5] IS: 800, “Code of practice for general construction in steel,”Bureau of Indian Standards, New Delhi, 2007. [6] A.K.Jain –“Limit state reinforced concrete design”. [7] Alpha Sheath-“USE OF INTERMEDIATE RC MOMENT

FRAMES IN MODERATE SEISMIC ZONES.”-The Indian

Concrete Journal [3] Pankaj Agarwal and Manish

Shrikhande -Earthquake resistant design of structures. [8] S.K.Duggal –“Earthquake resistant design”. [9] Vargheese –“Advanced reinforced concrete design.” [10] Technical information from National information centre for earthquake Engineering, IIT Kharagpur. [11] Prof. S.Vijaya Bhaskar Reddy and V.Madhu ,Number 15 (2018), "Comparative Study on Design Results of a

Multi-storied Building using STAAD PRO and ETABS for

Regular and Irregular Plan Configuration", International

Journal of Applied Engineering Research ISSN 09734562 Volume 13, pp. 12194-12201. [12] Dr. Jai Krishna, Earthquake Engineering Sectional

Committee, BDC 39. 1893."CRITERIA FOR

EARTHQUAKE RESISTANT DESIGN OF STRUCTURE". [13] Earthquake behavior of buildings by C.V.R Murthy,

Rupen Goswamy, A.R.Vijaynarayan.