a presentation about analysis and design of a multy-story building as hotel using hand calculating and programas of STAAD-pro and STA4-cad, it was done by microsoft office 2013.
analysis and design of mutistoried residential building by using staad pro
we considered g+4 residential building
ANYLYSIS AND DESIGN OF HIGH RISE RESIDENTIAL BUILDING BY USING ETABS
copy below Link to view presentation
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-high-rise-building-by-using-etabs
vamsiila@gmail.com
ANALYSIS AND DESIGN OF HIGH RISE BUILDING BY USING ETABSila vamsi krishna
RESULT OF ANALYSIS:
https://www.slideshare.net/ilavamsikrishna/results-of-etabs-on-high-rise-residential-buildings
ANALYSIS AND DESIGN OF BUILDING BY USING STAAD PRO PPT link :
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-mutistoried-residential-building-by-using-staad-pro
FOR FULL REPORT:
vamsiila@gmail.com
analysis and design of mutistoried residential building by using staad pro
we considered g+4 residential building
ANYLYSIS AND DESIGN OF HIGH RISE RESIDENTIAL BUILDING BY USING ETABS
copy below Link to view presentation
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-high-rise-building-by-using-etabs
vamsiila@gmail.com
ANALYSIS AND DESIGN OF HIGH RISE BUILDING BY USING ETABSila vamsi krishna
RESULT OF ANALYSIS:
https://www.slideshare.net/ilavamsikrishna/results-of-etabs-on-high-rise-residential-buildings
ANALYSIS AND DESIGN OF BUILDING BY USING STAAD PRO PPT link :
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-mutistoried-residential-building-by-using-staad-pro
FOR FULL REPORT:
vamsiila@gmail.com
DESIGN AND ANALYSIS OF G+3 RESIDENTIAL BUILDING BY S.MAHAMMAD FROM RAJIV GAND...Mahammad2251
Structural design is the primary aspect of civil engineering. The foremost basic in
structural engineering is the design of simple basic components and members of a building viz., Slabs,
Beams, Columns and Footings. In order to design them, it is important to first obtain the plan of the
particular building. Thereby depending on the suitability; plan layout of beams and the position of
columns are fixed.
THE PROJECT DESCRIBES THE DESIGN OF STRUCTURAL COMPONENTS OF A BUILDING USING STAAD PRO(COLUMNS&BEAMS) & MANUAL(SLABS,FOOTINGS&STAIRCASE).THE PROJECT ALSO CONTAINS THE ESTIMATION & COSTING.THE AUTO CADD IS HELPFUL FOR DRAWINGS.
Design of G+8 RCC Training Institute & Hostel Blockjeyanthi4
The building is located in seismic zone V and the basic wind speed in this location is 55m/s. The preliminary gravity and lateral load analysis are carried out manually for a typical 2D frame and compared with software results. The member sizes for beams and columns were found out from the preliminary manual analysis and design. 3D finite element modeling was carried out in ETABS for the building. Based on the analytical results (moment, shear force), the member sizes are finalized and design was carried out as per the codes IS 456, SP16, IS 13920. Ductile design and detailing is carried out as per IS 13920 & SP34.
DESIGN AND ANALYSIS OF G+3 RESIDENTIAL BUILDING BY S.MAHAMMAD FROM RAJIV GAND...Mahammad2251
Structural design is the primary aspect of civil engineering. The foremost basic in
structural engineering is the design of simple basic components and members of a building viz., Slabs,
Beams, Columns and Footings. In order to design them, it is important to first obtain the plan of the
particular building. Thereby depending on the suitability; plan layout of beams and the position of
columns are fixed.
THE PROJECT DESCRIBES THE DESIGN OF STRUCTURAL COMPONENTS OF A BUILDING USING STAAD PRO(COLUMNS&BEAMS) & MANUAL(SLABS,FOOTINGS&STAIRCASE).THE PROJECT ALSO CONTAINS THE ESTIMATION & COSTING.THE AUTO CADD IS HELPFUL FOR DRAWINGS.
Design of G+8 RCC Training Institute & Hostel Blockjeyanthi4
The building is located in seismic zone V and the basic wind speed in this location is 55m/s. The preliminary gravity and lateral load analysis are carried out manually for a typical 2D frame and compared with software results. The member sizes for beams and columns were found out from the preliminary manual analysis and design. 3D finite element modeling was carried out in ETABS for the building. Based on the analytical results (moment, shear force), the member sizes are finalized and design was carried out as per the codes IS 456, SP16, IS 13920. Ductile design and detailing is carried out as per IS 13920 & SP34.
Design and analysis of reinforced concrete multistory commercial building usi...Estisharaat Company
Design of multistory building by solving a sample manually ans rest of the building by solving on autodesk robot analysis, complete detailing of r.c members,final year project,complete ,how to design slabs, how to design beams, how to design rc column, how to make final year project, design of stairs,how to design foundations , how to prepare a project before using it in software for analysis,
Multi story building construction anshulAnshul Shakya
Multi-storey buildings aim to increase the floor area of the building without increasing the area of the land the building is built on, hence saving land and, in most cases, money (depending on material used and land prices in the area). The building with the most storeys is the Jaypee green garden isles is 2B+G+38.
The analysis of hotel design and recommendation for improvements at Reumz hot...junaid ahmed
This document provide the deep insight about the design of the hotel and how it influence on the service quality. also provide case study of hotel to develop complete understadning.
I, Mirza Shameem Hasan, completed my B,Sc, degree in Civil Engineering field . I live in Bangladesh. I am
eagerly interested to join your university and continue my study with the subject "Environmental Science".
I have my passport and all documents ready to submit any time you need .
Hence , dear Sir, please give me an opportunity to continue my study and instruct me how can I take future
steps. I will be so happy and grateful I I have the opportunity to join a university like this.
Your obedient,
Mirza Shameem Hasan
civil engineering department
Dhaka, Bangladesh
cell : =88-01948067044,8801671924202,8801677321261.
DYNAMIC ANALYSIS DESIGN AND DETAILING OF OFFICE BUILDING BY USING STRAPIAEME Publication
Objective: The main aim in this research is to analyze and de
STRAP. Methods: The design engages with load calculations manual analysis and software
analyzes the whole structure by following the Indian standards and designed based on limit state
approach. Which focuses mainly on stren
STRAP features the state of art user borders, visualization tools, powerful analysis and the design
supports with the advanced FEM and dynamic analysis capability, analysis and the design to the
visualization, Model generation and finally result confirmation, STRAP is the from professional’s
choice. Findings: In an earlier stage of analysis the dead load, live load and the other loads are to
be considered in STRAP. The materials were specified and
may also to find the deflection of the various structural members under that the given loading
combinations. The design of structure is to reliant upon that the minimum requirements as
suggested in IS Codes. The least a
were are covered by the way of using design loads which are to be considered for DL, IL & other
external loads. The structure can required to withstand STRAP was used to analyze and design
work on the structure being calculated the
and structure modeling. As per IS: 456
counteract the defined structural practices.
standard specifications specified in the standard code of practice IS: SP: 34 (Handbook on
concrete reinforcement and detailing). This satisfies all the necessary requirements specified in the
code of practice IS: 456:2000
Design of multi storey building resting on single columneSAT Journals
Abstract The aim of the project is to analyze and design of multi-storey building resting on the single column by using different code
provisions. A lay out plan of the proposed building is drawn by using AUTO CADD 2010.The structure consist of ground floor
plus five floors, each floor having the one house .Staircase must be provides separately. The planning is done as per Indian
standard code provisions. The building frames are analyzed using the various text books. Using this so many standard books
analysis of bending moment, shear force, deflection, end moments and foundation reactions are calculated. Detailed structural
drawings for critical and typical R.C.C. members are also drawn. Co-ordinates for all structural members are tabulated for ready
reference.
Keywords: Multi Story Building, Single Column, Staircase.
The business and tourist sector flourishing in Chennai city, we have planned and designed the construction of the main building of a five star hotel of approved standards to fulfill the needs of the current situation.
In our project, we have aimed to satisfy the basic requirements of a five star hotel. Allocating the available space for different functions the entire structure was developed. The structure was then analyzed and designed in STAAD.
A luxury hotel that combines business with pleasure, style with substance, form with function. The materials adopted for this project are M20 and FE415 HYSD bars.
Suitable reinforcements and a stress applies in the works are acquired by making reference to the codel provisions. Hence the structure is designed to perform the functions of safety serviceability. Carrying out a complete analysis and design of the main structural elements of a five star hotel including slabs, beams, columns and foundations.
The building is designed as per the national building code in which the structure will be economical for the construction. The building provides all the requirements needed for the luxurious hotel and the staircase is designed for the emergency exit also.
CADD Centre Lucknow has successfully educated over 100,945 people from a wide range of engineering, graphic design, and management disciplines. At CADD Center, Hazratganj, which is one of the pioneering institutions in Lucknow, provide AutoCAD courses Lucknow to improve the skills of engineers and prepare them for the job market after graduation.
REPORT ON G+4 RCC HOSTEL BUILDING ANALYSIS AND DESIGN USING STAAD PRO SOFTWARERakeshDas161
REPORT ON G+4 RCC HOSTEL BUILDING IN ( SEISMIC ZONE 5 ) ANALYSIS AND DESIGN USING STAAD PRO SOFTWARE
PREPARED BY RAKESH DAS AND HIS GROUP
DEPARTMENT OF CIVIL ENGINEERING
GIRIJANANDA CHOWDHURY INSTITUTE OF MANAGEMENT AND TECHNOLOGY GUWAHATI ASSAM
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Prepare a presentation or a paper using research, basic comparative analysis, data organization and application of economic information. You will make an informed assessment of an economic climate outside of the United States to accomplish an entertainment industry objective.
Embracing GenAI - A Strategic ImperativePeter Windle
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1. UNIVERSITY OF SALAHADDIN
COLLEGE OF ENGINEERING
CIVIL ENG.DEPARTMENT
҉ Prepared by
Awat hasan amin
Bashdar kazm ali
҉ superviser
assist lecturer. Zrar Sedeeq
4. INTRODUCTION
o The project is a multi- storey building which is used for residential purpose as hotel
o It consists of 6 stories (basement, ground.1st.2nd,3rd,4th,5th floors),
o The basement which is 3m height use as store,
o The ground floor which is 4m height use as reception and servicing ,
o The other floors which is 3m height in this hotel use as sleep rooms for guests and passengers.
5. OBJECTIVES
• Analysis and design of multi-story building including
slabs,beams,columns,elevated wall and foundation.
1. Analysis and design of slab supported with beams by Direct design method and
yield line method for cantilever and corner span.
2 . Analysis and design of beams by coefficient method.
3 . Analysis and design of columns and elevated wall.
4 . Analysis and design of foundation.
8. SLAB DESIGN
• Analysis and design by direct design method and yield line method for
cantilever and corner panel.
• For the most critical span
Max -ve M @long dir = 18.17 kN.m
Max +ve M @long dir = 14.8 KN.m
Max -ve M @short dir = 5.835 kN.m
Max +ve M @short dir = 4.75 kN.m
9. SLAB DETAILS
e
f
i
e
A B C D
6.206.40
3.70
6.40
1
3.65
1.80
2
3.70
3
3.70
4
5
3.70
6
1.80
3.65
7
b
a
k k
10. BEAM
• Analysis and design by coefficient method (aci code 318-08.8.3.3)
• For the most critical beam
Max +ve M= 107.23 KN.m
Max -ve M= 145.15 KN.m
17. SOME ADDITIONAL WORKS
COMPUTER PROGRAMING
Analysis and design the exist slab and beam by sta4-cad v13 and
staad-pro v8i
Note// this programing steps doesn’t included in our graduation project
We just did it for more assurance that has been calculated by hand.
18. STAD4-CAD V13
Is a program which is used for analysis
And design reinforced concrete structures
By direct design
Max M long dir = 18.17 kN.m
Max M short dir = 5.835 kN.m
By stad4-cad program
Max M long dir = 19.71 kN.m
Max M short dir = 6.58 kN.m
Differentiate of moments
for the most critical span by both hand
Calculating and programming
21. STAAD.PRO V8
It is a program which is used for analysis and design of reinforced
concrete structures
22. By coefficient method aci code 318-08.8.3.3
Max +ve M= 107.23 KN.m
Max -ve M= 145.15 KN.m
By stad pro program:
Max +ve M= 82.54 KN.m
Max –ve M= 130.97 KN.m
Differentiate of moments
for the most critical beam by both hand
Calculating and programming