Design of Building Using Staad Pro Ppt

design and analasys of a g+3 residential building using staad

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• 1. A PRESENTATION ON ANALYSIS AND DESIGN OF A G+3 RESIDENTIAL BUILDING USING STAAD PRO SRI VENKATESWARA ENGINEERING COLLEGEPRESENTINGBY:CH.Gopi chand Civil engineer

2. ANALYSIS ANd deSIgN of (g+3) ReSIdeNTIAL BUILdINg USINg STAAd ByCH.Gopichand Department of Civil Engineering 3. Objectives The Objectives of the Project are: Carrying out a complete analysis and design of the main structural elements of a multi-storey building including slabs, columns, shear walls. Getting familiar with structural soft wares ( Staad Pro ,AutoCAD) Getting real life experience with engineering practices 3 4. softwaresStaad pro cadstaad foundationauto4 5. Summary Our graduation project is a residential building in Hyderabad. This building consists of 3 repeated floors.5 6. What is staad? Structural Structureanalysis and design,analysis, design?7 7. Advantages? Analysisand design of rcc, steel, foundations, bridges etc.8 8. Why staad? Anhour For a building with several beams and columns? At least a week.9 9. Alternatives? Robot,SAP200, Struds, FEA software, , SAP and GTSTRUDL10 10. Types of buildingsBuildingsare be divided into: Apartment building Apartment buildings are multi-story buildings where three or more residences are contained within one structure. Office building The primary purpose of an office building is to provide a workplace and working environment for administrative workers.11 11. Residential buildings 1212 12. Office buildings13 13. plan14 14. Center line plan15 15. Total area 1120 sq .m16 16. 17 17. 18 18. Flow diagram of design & analysis of structure in staad20 19. 21 20. loads 1. Live load2. 3. Dead load 4. 5. Wind load 6. 7. 8. Floor loadTRANSFORMER (230 12 V AC) RECTIFIER AND FILTER VOLTAGE REGULATOR (LM 7805) LM358 OP-AMP MICROCONTROLLER (AT89S52/AT89C51) RELAY DC MOTOR LCD22 21. 1.TRANSFORMER (230 12 Vertical Loads V AC) Horizontal(lateral)load 2. RECTIFIER AND FILTER 1.Dead s 3. VOLTAGE REGULATOR 2.Live 1.Wind (LM 7805) 3.Snow 2.seismic 4. LM358 OP-AMP 4.Wind 3.flood 5. MICROCONTROLLER 4.Seismic and (AT89S52/AT89C51) wind 4.soil 5.Seismic 6. RELAY 7. DC MOTOR 8. LCD23 22. Forces Acting in Structures 1.TRANSFORMER (230 12 V AC) 2. RECTIFIER AND FILTER 3. VOLTAGE REGULATOR (LM 7805) 4. LM358 OP-AMP 5. MICROCONTROLLER (AT89S52/AT89C51) 6. RELAY 7. DC MOTOR Vertical: Gravity LCD 8. Lateral: Wind, Earthquake24 23. Live Loads TRANSFORMER (230 12 that mayV AC) its position during operation. change example: People, furniture, AND FILTER 2. RECTIFIER equipment. 3. VOLTAGE REGULATOR (LM 7805) Minimum design loadings are usually specified in the 4. LM358 OP-AMP building codes.MICROCONTROLLER 5. Given load:25(AT89S52/AT89C51) N/mm As per IS 6. RELAY 875 part ii 7. DC MOTOR 8. LCD Loads1.25 24. Dead load 1.TRANSFORMER (230 12 Loads which actsV AC) out the life of the structure. through slabs, Beams , RECTIFIER AND FILTER 2. walls. 3. VOLTAGE REGULATOR (LM Dead load calculation 7805) 4. LM358 OP-AMP Volume x Density 5. MICROCONTROLLER Self weight+floor finish=0.12*25+1=3kn/m^2 (AT89S52/AT89C51) 6. RELAY As per Is 875 part 1 7. DC MOTOR 8. LCD27 25. Floor load 1.TRANSFORMER (230 12 V AC) RECTIFIER AND FILTER VOLTAGE REGULATOR (LM 7805) LM358 OP-AMP MICROCONTROLLER (AT89S52/AT89C51) RELAY DC MOTOR LCDPressure:0.0035N/mm^22. 3. 4. 5. 6. 7. 8.29 26. Density of materials used MATERIALTRANSFORMER (230 12 Density 1. i) Plain concrete V AC) 24.0 KN/m3 ii) Reinforced 2. RECTIFIER AND FILTER 25.0 KN/m3 iii) Flooring material (c.m) 20.0KN/m3 3. VOLTAGE REGULATOR iv) Brick masonry (LM 7805) 19.0KN/m3 4. LM358 OP-AMP 5. MICROCONTROLLER LIVELOADS: In accordance with IS 875-86 (AT89S52/AT89C51) i) Live load onRELAY slabs = 3.0KN/m2 6. ii) Live load onDC MOTOR = passage 3.0KN/m2 7. iii Live load on stairs = 3.0KN/m2 8. LCDwww.engineeringcivil.com31 27. wind loadThe amount of wind load is dependent on the following: Geographical location, The height of structure, Type of surrounding physical environment, The shape of structure, Size of the building.32 28. Wind load Mostimportant factor that determines the design of tall buildings over 5 storeys, where storey height approximately lies between 2.7 3.0 m P=k1*k2*k3*vz^2 Designedas per IS 875 PART (III) Taking v=50 kmph3333 29. Lateral forces Highwind pressures on the sides of tall buildings produce base shear and overturning moments. Theseforces cause horizontal deflection Horizontaldriftdeflection at the top of a building is calledis measured by drift index, /h, where, is the horizontal deflection at top of the building and h is the height of the building Drift 3434 30. Global StabilitySlidingOverturning35 31. Load transfer mechanism Slab Beam Column Foundation soil36 32. 38 33. COLUMNS Three different sections are adopted in structure Columns with beams on two sides Columns with beams on three sides Columns with beams on four sides40 34. 41 35. beams42 36. DEFLECTION One-way slab Two way slab43 37. Distribution of load44 38. FLOOR LOAD45 39. slabs46 40. conclusion Requirement of high rise residential building. Using softwares as a tool. Advantages. Limitations .47 41. 4848

Design of Building Using Staad Pro Ppt

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