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IRJET- Comparative Study of R.C.C and Steel (G+4 Storey) Building
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HARDNESS, FRACTURE TOUGHNESS AND STRENGTH OF CERAMICS
Call for Papers - African Journal of Biological Sciences, E-ISSN: 2663-2187, ...
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KubeKraft presentation @CloudNativeHooghly
KubeKraft presentation @CloudNativeHooghly
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Call Girls Service Nashik Vaishnavi 7001305949 Independent Escort Service Nashik
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptx
IRJET- Comparative Study of R.C.C and Steel (G+4 Storey) Building
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3989 Comparative Study of R.C.C and Steel (G+4 Storey) Building Nirav s. Vaghani¹, Ritik g. Borad², Tulesh b. Vaja³, Chetan s. Trapasiya4 MR. Amin Kamani5 1,2,3,4UG Student, Department of Civil Engineering, Bhagwan Mahavir College, Gujarat, India 5Assistant Professor, Department of Civil Engineering, Bhagwan Mahavir College, Gujarat, India ---------------------------------------------------------------------------***--------------------------------------------------------------------------- ABSTRACT:- Analysis and design of buildings for static forces is a routine affair these days because of availability of affordable computers and specialized programs which can be used for the analysis. On the other hand, dynamic analysis is a time consuming process and requires additional input related to mass of the structure, and an understanding of structural dynamics for interpretation of analytical results. Reinforced concrete (RC) frame buildings are most common type of constructions in urban India, which are subjected to several types of forces during their lifetime, such as static forces due to dead and live loads and dynamic forces due to the wind and earthquake. Here the present works (problem taken) are on a G+4 storied regular building. These buildings have the plan area of 63.2m x 29.5m with a storey height 3.6m each and depth of foundation is 1.5 m. & total height of chosen building including depth of foundation is 18 m. The static and dynamic analysis has done on computer with the help of STAAD-Pro software using the parameters for the design as per the IS- 1893- 2002-Part-1 for the zones- 3 and the post processing result obtained has summarized. 1) INTRODUCTION In this modern era the buildings are constructed to fulfill our basic needs and to provide better serviceability. It is not an issue to construct merely a building, however, it is important to build an efficient building which will serve for many years without any failure. In 21st century due to proliferation in the population the land area is decreasing day by day. So, to overshadow this problem the type of construction preferred nowadays is vertical expansion i.e., high rise buildings are constructed everywhere. In the analysis of such buildings various factors are needed to be considered such as its own height, SBC of soil, type of soil, self-weight of many materials, etc. RCC is acronym for Reinforced Cement Concrete. It is strong in compressive strength but feeble in tensile strength Most of the Steel construction is done with a type of steel called Mild Steel. It is immensely strong. This immense strength is of great advantage to building. For external forces that act on the building, beam, column, and the reinforcement should be designed in such away that it efficiently counteracts these forces without any damage. This type of analysis is tedious for us to do it manually, so another way is required, which is fulfilled by STAAD Pro.STAAD pro makes such analysis and design quite easy to carry out. The construction industry in India integrates a variety of locally sourced materials. India consists of different types of building according to the requirement. Different types of building are Residential building, commercial, residential and commercial combined. A noticeable movement of the surface of the earth is known as earthquake. They are the result of an unexpected sudden release of enormous amount of energy in the earth’s crust which in turn generates seismic waves. India is divided into 4 seismic zones according to the Indian earthquake zoning map. The four seismic zones are zone II, III, IV & V in which zone II has lowest level of seismicity and zone V has highest level of seismicity. No structures will completely resist seismic forces without damage. Most of the structures will undergo minor or major damage due to earthquake. The damage to the structure may be minor if the magnitude of the earthquake is small, whereas structure may collapse if the magnitude of the earthquake is very high. therefore Now a day all high rise building and some low rise building also design for earthquake resistant.
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3990 2) OBJECTIVE 1) To study which structure is better. 2) To study the bending moment of RCC and steel structure. 3) To study the shear force of RCC and Steel structure. 4)To study the maximum displacement, support reaction in the structure 3) ADVANTAGE AND DISADVANTAGE OF RCC STRUCTURE a) ADVANTAGE OF RCC STRUCTURE:- 1) Reinforced concrete has a high compressive strength Compared to other building material. 2) Fire and weather resistance of reinforced concrete is fair. 3) The maintenance cost of reinforced concrete is very low. 4) It act like rigid material with minimum deflection. 5) As reinforced concrete can be molded to any shape required, it is widely used in precast structural components. 6) Compared to the use of steel in structure, concrete requires less skilled labor for the erection of the structure 7) Reinforced concrete, as a fluid material, in the beginning, can be economically molded into a nearly limitless range of shapes. b) DISADVANTAGE OF RCC STRUCTURE:- 1) The tensile strength of reinforced concrete is about one-tenth of its compressive strength. 2) The cost of the forms used for casting RC is relatively higher. 3) Shrinkage causes crack development and strength loss. 4) ADVANTAGE AND DISADVANTAGE OF STEEL STRUCTURE a) ADVANTAGE OF STEEL STRUCTURE:- 1) Steel offers much better compressive and tensile strength than concrete. 2) Lighter construction . 3) Steel can be easily recycled and it is environment friendly. 4) Erection is faster. 5) Connections using bolting, welding, and riveting can be done easily.
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3991 6) Structural steel is used in load bearing frames in building, truss member, bridges , etc. b) DISADVANTAGE OF STEEL STRUCTURE :- 1) It require fire protection. Strength reduce at higher temperatures. 2) It requires corrosion protection. 3) Welding, tightening of high strength friction grip bolts require proper training. 4) In many cases cost of steel structure, work out to be more than the concrete structures. 5) WHY STAAD PRO Staad pro is comprehensive structural engineering software that address all aspects of structure engineering including modal development, verification, analysis, design and review of result we have chosen staad pro because of it’s following advantages : Easy to use interface Confirmation with the Indian standard code Accuracy of the solution LOAD CONSIDERATION 1) Dead load 2) Live load 3) Wind load 4) Seismic load 5) Load combination 6) DESIGN OF RCC& STEEL STRUCTURE Geometry of structure 1) The geometry of the structure as a whole is define by the at the end of the various structural members, and each node has a unique member. 2) The Location of each node is define relative to a global coordinate system.
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3992 Table 1 Fig 1: Grid plan Plan dimension Height of each storey Total height of building Size of column Size of beam Size of column section Size of beam section Slab thickness Seismic zone Wind speed Soil condition Importance factor Zone factor Live load at all floors Damping ratio 63.20m X 29.5m 3.6m 18m 750mm X 750mm 750mm X 500mm ISMB600 ISMB450 150mm III 44 m/s 1 0.16 3 KN/M² 5%
5.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3993 Fig 2: The base supports of the structure were assigned as fixed. LOAD CALCULATION 1) DEAD LOAD:- Self weight of member is calculated by STAAD PRO it self by input dimensions. a) Self weight = -1 in y direction b) member load =19.6 KN/m c) Floor load = 3.75 KN/m 2) LIVE LOAD:- Live load is considered 3KN/m 3) WIND LOAD :- In the wind load we considered the surat place. In the surat basic wind speed is 44m/s Pz(Intensity) Height 0.88 10 1.004 15 1.070 18 Table 2 4) Seismic load:- In the seismic we have to first define the seismic definition as per IS 1893-2002. Then in this we have to add the seismic zone, then select importance factor etc. Then after we add the seismic in X,-X,Z,-Z direction
6.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3994 Fig 3: Application of live load Fig 4: Application of floor load Fig 5: Analysis RESULTS 1) MAXIMUMDISPLACEMENT: RCC STEEL Max X (mm) 43.072 11.492 Min X (mm) -1.656 -0.971 Max Y (mm) 1.387 0.474 Min Y (mm) -9.123 -2.823 Max Z (mm) 53.933 57.947 Min Z (mm) -0.796 -0.305 Table 3
7.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3995 2) MAXIMUMSHEARFORCEFLOORWISE For g+4 Fig.6 3) MAXIMUMBENDINGMOMENTFLOORWISE For g+4 Fig. 7 4) STOREY DRIFT OF R.C.C. STOREY HEIGHT (m) LOAD AVG. DISP (CM) DRIFT (CM) STATUS X Z X Z 1 0.00 7 0.0934 -0.0001 0.0934 0.0001 PASS 8 -0.0934 -0.0001 0.0934 0.0001 PASS 9 0.0000 0.0930 0.0000 0.0930 PASS 1st 2nd 3rd 4th 5th floor floor floor floor floor 50 1st 2nd 3rd 4th 5th floor floor floor floor floor
8.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3996 10 0.0000 -0.0932 0.0000 0.0932 PASS 2 3.60 7 0.8215 0.0033 0.7271 0.0033 PASS 8 -0.8212 0.0034 0.7278 0.0035 PASS 9 0.0002 0.8738 0.0001 0.7808 PASS 10 0.0001 -0.8672 0.0001 0.7740 PASS 3 7.20 7 1.6627 0.0122 0.8412 0.0090 PASS 8 -1.6618 0.0123 0.8406 0.0090 PASS 9 0.0005 1.8756 0.0003 1.0018 PASS 10 0.0004 -1.8510 0.0003 0.9839 PASS 4 10.80 7 2.4455 0.0259 .07828 0.0136 PASS 8 -2.4439 0.0259 0.7820 0.0135 PASS 9 0.0008 2.9072 0.0004 1.0316 PASS 10 0.0008 -2.8555 0.0004 1.0044 PASS 5 14.40 7 3.0762 0.0430 0.6307 0.0171 PASS 8 -3.0736 0.0429 0.6298 0.0170 PASS 9 0.0013 3.8430 0.0005 0.9358 PASS 10 0.0012 -3.7571 0.0004 0.9017 PASS 6 18.00 7 3.4718 0.0589 0.3957 0.0160 PASS 8 -3.4684 0.0588 0.3947 0.0159 PASS 9 0.0018 4.5734 0.0005 0.7304 PASS 10 0.0017 -4.457 0.0005 0.6985 PASS Table 4 5) STOREY DRIFT OF STEEL STOREY HEIGHT (m) LOAD AVG. DISP(CM) DRIFT (CM) STATUS X Z X Z 1 0.00 7 0.0207 0.0002 0.0207 0.0002 PASS 8 -0.0207 0.0002 0.0207 0.0002 PASS 9 0.0000 0.0902 0.0000 0.0902 PASS 10 0.0000 -0.0899 0.0000 0.0899 PASS 2 3.60 7 0.1681 0.0026 0.1471 0.0024 PASS 8 -0.1680 0.0026 0.1473 0.0024 PASS 9 0.0000 1.1423 0.0000 1.0520 PASS 10 0.0000 -1.1372 0.0000 1.0473 PASS 3 7.20 7 0.3599 0.0075 0.1918 0.0049 PASS 8 -0.3597 0.0075 0.1917 0.0049 PASS 9 0.0001 2.2034 0.0000 1.0611 PASS 10 0.0001 -2.1883 0.0000 1.0512 PASS
9.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr-2018 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 3997 4 10.80 7 0.5472 0.0143 0.1873 0.0068 PASS 8 -0.5469 0.0143 0.1872 0.0068 PASS 9 0.0001 3.1863 0.0001 0.9829 PASS 10 0.0001 -3.1576 0.0001 0.9693 PASS 5 14.40 7 0.7033 0.0225 0.1561 0.0081 PASS 8 -0.7029 0.0225 0.1560 0.0081 PASS 9 0.0002 3.9930 0.0001 0.8067 PASS 10 0.0002 -3.9481 0.0001 0.7905 PASS 6 18.00 7 0.8126 0.0313 0.1093 0.0088 PASS 8 -0.8121 0.0313 0.1092 0.0088 PASS 9 0.0003 4.4989 0.0001 0.5059 PASS 10 0.0003 -4.4363 0.0001 0.4882 PASS Table 5 CONCLUSIONS 1) It can be inferred from above results that the maximum shear force and bending moment of only Steel structures is quite low as compared to that of RCC structure. 2) Also, it can be inferred from table 2 that the displacement in steel structure is quite low as compared to that of RC structure. REFRENCES 1) Comparative Study of RCC, steel and composite (G+ 30 storey) building DR Panchal, PM Marathe - Nirma University, Ahmedabad,India,2011-bcef.in 2) Cost, AnalysisandDesignofSteel-Concrete CompositeStructureRCCStructure ATedia,DSMaru-IOSRJournalofMechanical and Civil…,2014-academia.edu 3) Comparative study of RCC and steelconcrete composite structures SA Wagh, UP Waghe - Journal of Engineering Research and …, 2014 - academia.edu 4) Comparative Study of R.C.C and Steel Concrete Composite Structures https://www.ijera.com/papers/BI044369376
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