This document provides an overview of a summer internship project involving the analysis and design of a G+3 storey building using STAAD Pro v8i software. The project was conducted under the guidance of Dr. Pabitra Ranjan Maiti at IIT BHU over 6 weeks in June-July 2017. The project involved modeling the building in STAAD Pro, analyzing its structural components, and designing beams, columns, slabs, and footings according to the Indian code IS 456. The document outlines the process of structural analysis and design in STAAD Pro and summarizes the design considerations for typical structural elements.
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
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.
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
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.
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
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
Analysis and Design of Structural Components of a Ten Storied RCC Residential...Shariful Haque Robin
This report has been prepared as an integral part of the internship program for the Bachelor of Science in Civil Engineering (BSCE) under the Department of Civil Engineering in IUBAT−International University of Business Agriculture and Technology. The Dynamic Design and Development (DDD) Ltd. nominated as the organization for the practicum while honorable Prof. Dr. Md. Monirul Islam, Chair of the Department of Civil Engineering rendered his kind consent to academically supervise the internship program.
CADmantra Technologies Pvt. Ltd. is one of the best Cad training company in northern zone in India . which are provided many types of courses in cad field i.e AUTOCAD,SOLIDWORK,CATIA,CRE-O,Uniraphics-NX, CNC, REVIT, STAAD.Pro. And many courses
Contact: www.cadmantra.com
www.cadmantra.blogspot.com
www.cadmantra.wix.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
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
Analysis and Design of Structural Components of a Ten Storied RCC Residential...Shariful Haque Robin
This report has been prepared as an integral part of the internship program for the Bachelor of Science in Civil Engineering (BSCE) under the Department of Civil Engineering in IUBAT−International University of Business Agriculture and Technology. The Dynamic Design and Development (DDD) Ltd. nominated as the organization for the practicum while honorable Prof. Dr. Md. Monirul Islam, Chair of the Department of Civil Engineering rendered his kind consent to academically supervise the internship program.
CADmantra Technologies Pvt. Ltd. is one of the best Cad training company in northern zone in India . which are provided many types of courses in cad field i.e AUTOCAD,SOLIDWORK,CATIA,CRE-O,Uniraphics-NX, CNC, REVIT, STAAD.Pro. And many courses
Contact: www.cadmantra.com
www.cadmantra.blogspot.com
www.cadmantra.wix.com
Study on the Effect of Response Spectrum Analysis and Construction Sequence A...ijtsrd
This paper presents the effect of response spectrum analysis and construction sequence analysis on the setback steel structure. In this study, the proposed building is eleven storey setback steel structure. The length of the proposed building is 78ft and width is 66ft. The effective height of proposed building is 142ft. This building is located in Mandalay. So it is situated not only destructive zone but also basic wind speed, 80mph. The structure is composed of special moment resisting frame SMRF . Structural elements are designed according to AISC 360 10 2 . Load consideration and stability checking for proposed building are based on ASCE 7 10 3 . The analysis and design of the proposed structure model is done with the help of ETABS 2016 version 16.2.1 software 6 . The present study involves response spectrum analysis RSA and construction sequence analysis CSA , which are done on a setback steel structure and the structural analysis results such as storey displacement, maximum axial force, maximum shear force and maximum bending moment of the structural frame elements are compared. The maximum storey displacement with CSA is increased by 56 than the displacement with RSA. The maximum axial force on columns with CSA is increased by 48 than axial force with RSA. The maximum shear forces and bending moments with CSA are more than shear forces and bending moments with RSA. Nyein Nyein Thant | Tin Yadanar Kyaw ""Study on the Effect of Response Spectrum Analysis and Construction Sequence Analysis on Setback Steel Structure"" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-4 , June 2019, URL: https://www.ijtsrd.com/papers/ijtsrd25142.pdf
Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/25142/study-on-the-effect-of-response-spectrum-analysis-and-construction-sequence-analysis-on-setback-steel-structure/nyein-nyein-thant
Comparative Study on Construction Sequence Analysis on Steel Structure withou...ijtsrd
This paper presents the construction sequence analysis on the setback steel structure. In this study, the proposed building is eleven storey setback steel structure. The length of the proposed building is 78ft and width is 66ft. The effective height of proposed building is 142ft. This building is located in seismic destructive zone V, Mandalay. The basic wind speed is 80mph. The structure is composed of special moment resisting frame SMRF . Structural elements are designed according to AISC 360 10. Load consideration and stability checking for proposed building are based on ASCE 7 10. The proposed building is analysed and designed with the help of ETABS 2016 version 16.2.1 software. After response spectrum analysis RSA has done for the checking of the stability, then construction sequence analysis CSA is considered. And then the structural analysis results of the proposed building are studied such as axial force, shear force and bending moment of the structural frame elements. The effect of floating columns with CSA on axial force for the selected columns of proposed building is more influence from first to sixth floor level.The value of shear force with CSA is abruptly increased at the floated columns level and the other level are gradually decreased. The value of bending moment at the floated columns level is abruptly increased due to the effect of floating columns with CSA and the other level are gradually decreased. Tin Yadanar Kyaw | Nyein Nyein Thant "Comparative Study on Construction Sequence Analysis on Steel Structure without and with Floating Columns" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd27996.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/27996/comparative-study-on-construction-sequence-analysis-on-steel-structure-without-and-with-floating-columns/tin-yadanar-kyaw
Analysis and Design of G+19 Storied Building Using Staad-ProIJERA Editor
High-rise structures need much time for its time consuming and cumbersome calculations using conventional
manual methods. STAAD-Pro provides us a fast, efficient, easy to use and accurate platform for analyzing and
designing structures. The principle objective of this project is to analysis and design a multi-storied building
G+19 (3 dimensional frame) using STAAD Pro software. The design involves analyzing the whole structure by
STAAD Pro. The design methods used in STAAD-Pro analysis are Limit State Design conforming to Indian
Standard Code of Practice. We conclude that STAAD-PRO is a very powerful tool which can save much time
and is very accurate in designs. In this project, G+19 storied building is considered and applied various loads
like wind laod, static laod ,earthquake load and results are studied and compared by manual calculations.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
AIRCRAFT GENERAL
The Single Aisle is the most advanced family aircraft in service today, with fly-by-wire flight controls.
The A318, A319, A320 and A321 are twin-engine subsonic medium range aircraft.
The family offers a choice of engines
Courier management system project report.pdfKamal Acharya
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfKamal Acharya
The College Bus Management system is completely developed by Visual Basic .NET Version. The application is connect with most secured database language MS SQL Server. The application is develop by using best combination of front-end and back-end languages. The application is totally design like flat user interface. This flat user interface is more attractive user interface in 2017. The application is gives more important to the system functionality. The application is to manage the student’s details, driver’s details, bus details, bus route details, bus fees details and more. The application has only one unit for admin. The admin can manage the entire application. The admin can login into the application by using username and password of the admin. The application is develop for big and small colleges. It is more user friendly for non-computer person. Even they can easily learn how to manage the application within hours. The application is more secure by the admin. The system will give an effective output for the VB.Net and SQL Server given as input to the system. The compiled java program given as input to the system, after scanning the program will generate different reports. The application generates the report for users. The admin can view and download the report of the data. The application deliver the excel format reports. Because, excel formatted reports is very easy to understand the income and expense of the college bus. This application is mainly develop for windows operating system users. In 2017, 73% of people enterprises are using windows operating system. So the application will easily install for all the windows operating system users. The application-developed size is very low. The application consumes very low space in disk. Therefore, the user can allocate very minimum local disk space for this application.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Automobile Management System Project Report.pdfKamal Acharya
The proposed project is developed to manage the automobile in the automobile dealer company. The main module in this project is login, automobile management, customer management, sales, complaints and reports. The first module is the login. The automobile showroom owner should login to the project for usage. The username and password are verified and if it is correct, next form opens. If the username and password are not correct, it shows the error message.
When a customer search for a automobile, if the automobile is available, they will be taken to a page that shows the details of the automobile including automobile name, automobile ID, quantity, price etc. “Automobile Management System” is useful for maintaining automobiles, customers effectively and hence helps for establishing good relation between customer and automobile organization. It contains various customized modules for effectively maintaining automobiles and stock information accurately and safely.
When the automobile is sold to the customer, stock will be reduced automatically. When a new purchase is made, stock will be increased automatically. While selecting automobiles for sale, the proposed software will automatically check for total number of available stock of that particular item, if the total stock of that particular item is less than 5, software will notify the user to purchase the particular item.
Also when the user tries to sale items which are not in stock, the system will prompt the user that the stock is not enough. Customers of this system can search for a automobile; can purchase a automobile easily by selecting fast. On the other hand the stock of automobiles can be maintained perfectly by the automobile shop manager overcoming the drawbacks of existing system.
Event Management System Vb Net Project Report.pdfKamal Acharya
In present era, the scopes of information technology growing with a very fast .We do not see any are untouched from this industry. The scope of information technology has become wider includes: Business and industry. Household Business, Communication, Education, Entertainment, Science, Medicine, Engineering, Distance Learning, Weather Forecasting. Carrier Searching and so on.
My project named “Event Management System” is software that store and maintained all events coordinated in college. It also helpful to print related reports. My project will help to record the events coordinated by faculties with their Name, Event subject, date & details in an efficient & effective ways.
In my system we have to make a system by which a user can record all events coordinated by a particular faculty. In our proposed system some more featured are added which differs it from the existing system such as security.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
2. SUMMER INTERNSHIP
AT
INDIAN INSTITUTE OF TECHNOLOGY
(B.H.U.) , VARANASI
PREPARED BY :-ABHINAV VERMA
B.Tech. (Civil Engineering) 4th year
Roll No.1464100002
ASHOKA INSTITUTE OF TECHNOLOGY & MANAGEMENT
VARANASI
2
4. Under a Guidance of:-
Dr. Pabitra Ranjan Maiti
Associate Professor
Department of Civil Engineering
IIT-BHU, Varanasi
DURATION OF PROJECT WORK:- 6 WEEKS
[JUNE 2017-JULY 2017]
4
6. Flow ofwork
Introduction
Scope of work
Aim of project
Introduction of analysis and design
Design of structural elements
Beam
Column
Slab
Footing
Problem definition
Plan of residential building
Analysis and design of building in STAAD. Pro. 6
7. INTRODUTION
In every aspect of human civilization we needed structures to live in or
to get what we need. But it is not only building structures but to build
efficient structures so that it can fulfill the main purpose for what it was
made for. Here comes the role of civil engineering and more precisely
the role of analysis of structure.
There are many classical methods to solve design problem, and with
time new software’s also coming into play. Here in this project work
based on software named Staad pro has been used.
Few standard problems also have been solved to show how Staad pro
can be used in different cases. These typical problems have been solved
using concept basic of loading, analysis, condition as per IS code.
These techniques may be basic found useful for further analysis of
problems. 7
8. SCOPE OF WORK
Following points will be covered in project work:-
Study of design of various elements of building
Planning of various components of a building with column positioning
Introduction of STAAD.Pro v8i.
Modeling of the building in the STAAD.Pro v8i giving all boundary
conditions (supports, loading etc…)
Analysis and Design of various structural components of the modal building
Study of analysis Data of the software
Detailing of beams, columns, slab with section proportioning and
reinforcement. 8
9. AIM OF PROJECT
This project aims for relearning of concept of structural design with the help of
computer aids. Briefly we have gone through following points through out of the
project work.
Understanding of design and detailing concept.
Main objective i.e. learning of STAAD.Pro software package.
Learning of analysis and design methodology which can be very useful in the field.
Understanding of earthquake resistance design concept.
Approach for professional practice in the field of structural engineering.
9
10. INTRODUCTION OF ANALYSIS AND DESIGN
Analysis : Analysis of the structure means to determination of the internal forces like axial
compression bending moment, shear force etc. in the component member for which the
member are to be designed under the action of given external load.
Design : The design is process of section percussion from the analysis results by
using suitable analysis method.
The aim of design is to achievement of an acceptable probability that structures
being designed will perform Satisfactory & Savely during their intended life.
10
11. Design of Structural Elements
The design of any structure is categorized into the following two main types:
Functional design
Structural design
Stages in structural design :
The process of structural design involves the following stages:
Structural planning
Action of forces and computation of loads
Method of analysis
Member design
Detailing, drawing and preparation of schedules 11
12. BEAM
There are three types of reinforced concrete beams:-
Single Reinforced beams
Double Reinforced beams
Flanged beams
Single Reinforced beams :
In singly reinforced simply supported beams steel bars are placed near the bottom of
the beam where they are effective in resisting in the tensile bending stress.
12
13. DESIGN STEPS OF SINGLY REINFORCED BEAM
Step:- 1 Find the Actual Depth (x)
Compression Side; = 0.36*fck*b*x
Tension Side; = 0.87*fy*Ast
Step:-2 Find the Critical Depth (xc)
xc = 0.53d ;for Fe250
0.48d; for Fe415
0.46d; for Fe500
Step:-3 Find Type of Section
i. Under reinforcement section ( x<xc )
ii. Balance section (x=xc)
iii. Over reinforcement section (x>xc)
Step:-4 Analysis Condition
If section is under reinforcement the take a moment from tension Side.
If section is over reinforcement than take a moment from compression Side.
If section is Balance section than take either from tension side or compression Side.
Step:-5 Find the Moment of Resistance
For Compression Side: M.o.R = 0.36fckbd (d-0.42x)
For Tension Side: M.o.R = 0.87fyAst (d-0.42x)
13
14. Double reinforced beams
It is reinforced under compression tension regions. The necessities of steel of compression
region arise due to two reasons. When depth of beam is restricted. The strength availability
singly reinforced beam is in adequate.
14
15. DESIGN STEPS OF DOUBLY REINFORCED BEAM
Step:-1 Actual Depth of Neutral Axis
Compression Side: 0.36fckbx + (fsc-0.45fck)Asc
Tension Side: 0.87fyAst
0.36fckbx + (fscAsc-0.45fck) = 0.87fyAst
Step:-2 Find the Critical Depth (xc)
xc = 0.53d ;for Fe250
0.48d; for Fe415
0.46d; for Fe500
Step:-3 Calculate the Moment of Resistance
MR1 = 0.36fckbx (d-0.42x)
MR2 = (fsc-0.45fck)Asc (d-dc)
MR=MR1+MR2
Compression Side:0.36fckbx (d-0.42x) + (fsc-0.45fck)Asc (d-dc)
Where, fsc = 0.87fy
Tension Side: 0.87fyAst (d-0.42x)
Step:-4 Find Area of Steel
Ast1 =
𝑀𝑅1
0.87𝑓𝑦(𝑑−0.42𝑥)
Ast2 =
𝑀𝑅2
0.87𝑓𝑦(𝑑−𝑑 𝑐)
Asc =
𝑀𝑅2
𝑓𝑠𝑐−0.45𝑓 𝑐𝑘 𝑑−𝑑 𝑐
15
17. SLAB
Slabs are most widely used structural elements forming floor and roof of building. Slab
support mainly transverse load and transfer them to supports by bending actions more or one
directions.
On the basis of spanning direction: It is two type One way slabs and Two way slab.
One way slab: When the slab is supported on two opposite side parallel edges, it spans
only in the directions perpendicular to the supporting edges. It bends in one directions and
main steel is provided in the directions of the span. Such a slab is known as one- way slab
17
18. DESIGN STEPS OF SLAB
Design steps:
a) Effective depth (d):
As per IS: 456-2000, P.37, Cl.23.2.1
l/d= 20* M.F.
b) Effective span: (IS 456-2000, P 34)
Reinforcement requirements
Minimum reinforcement : ( As per IS: 456-2000, P.48, Cl.26.5.2.1)
For Fe-250 pt = 0.15% of total c/s area (b*D)
For Fe-415
For Fe-500 pt = 0.12% of total c/s area
c) Check for cracking : (as per IS:456-2000,P.46 )
Check for deflection:
Allowable l/d= 20* M.F.
Find Actual l/d
d) Checking for development length (Ld) : (as per IS:456-2000, P.44, Cl.26.2.3.3 (c))
Ld should be ≤ 1.3 M 1/ v + Lo
18
19. Design Steps:-
As the coefficient for D.L. and L.L. are different, for D.L. and L.L. are
calculated separately.
In one way continuous slab, negative bending moment will be produced at the top of
intermediate supports. Thus, negative reinforcement is provided over intermediate supports.
For B.M. calculations, coefficient gives in IS: 456, table-12 is multiplied by wl2.
For S.F. calculations, coefficient gives in IS: 456, table-13 is multiplied by wl.
Maximum shear occur at the support next to the end support. Therefore, slab must be
checked for shear at this support.
The slab must be checked for deflection at the locations of maximum positive
B.M.
The slab must be checked for development length at the end support.
For calculation of S.F. and B.M., IS: 456-2000, P.36. 19
20. FOOTING
Foundations are structural elements that transfer loads from the building or individual
column to the earth .If these loads are to be properly transmitted, foundations must be
designed to prevent excessive settlement or rotation, to minimize differential settlement and
to provide adequate safety against sliding and overturning.
20
21. COLUMN
A column may be defined as an element used primary to support axial
compressive loads and with a height of a least three times its lateral dimension.
The strength of column depends upon the strength of materials, shape and size of cross
section, length and degree of proportional and dedicational restrains at its ends.
21
22. Problem definition……
Plan of Residential Building
Analysis and design of structural components of G+3 Storey building
Analysis for – Dead Load ,Live Load
Location – BHU Hostel Varanasi
Software Name :- Staad Pro v8i (Series 6)
22
23. INTRODUCTION OF STAAD PRO SOFTWARE
STAAD. PRO is a Structural Design Program software.
It includes a state of the art user interface, visualization tools and
international design codes.
It is used for 3D model generation, analysis and muiti –material
design.
The commercial version of STAAD.Pro supports several steel ,
concrete and timber design codes.
It is one of the software applications created to help structural
engineers to automate their tasks and to remove the tedious and long
procedures of the manual methods.
23
24. HISTORY OF STAAD.Pro
STAAD.Pro was originally developed by Research Engineers
International in Yorba Linda ,CA.
In late 2005, Research Engineer International was bought by
Bentley Systems.
24
25. STRUCURE
A STRUCTURE can be defined as an assemblage of elements. STAAD is
capable of analyzing and designing structures consisting of both frame, and
Finite element. Almost any type of structure can be analyzed by STAAD .
Frame element – Beam elements- 2 nodes
Finite elements – 1)Plate – 3 or 4 nodes
2) Solid – 4 to 8 nodes
In case of STAAD
Node become Joint it has a number and xyz coordinates
Beam becomes Member it has a number and nodes at its ends
Plate becomes Element it has a number and node at its corners
25
26. TYPES OF STRUCTURE
• A TRUSS structure consist of truss members which can have only axial member forces and no
bending in the member.
• A PLANE structure is bound by a global X-Y coordinate system with load applied in same
plane.
• A SPACE structure, which is a three dimensional framed with load applied in any plane, is the
most general.
• A FLOOR structure is a two or three dimensional structure having no horizontal (global X or Z)
movement of the structure [FX,FZ & MY are restrained at every point ].The floor framing ( in
global X- Z plane) of a building is an ideal example of a FLOOR structure . Columns can also
be modelled with the floor in FLOOR structure as long as the structure has no horizontal
loading . If there is any horizontal load ,it must be analyzed as a SPACE structure.
26
29. TOOLS USED
All this options is used to see the view of structure from various side.
Rotation can be done by rotating the option.
To zoom the structure and return to previous these are required.
If you want to return the whole structure use this.
To see the 3D render view use 29
30. Various types of cursors
Various selection: Selection are found for various part such as
node, beam, surface, plate, solid.
Nodes Cursor
Beam Cursor
Plates Cursor
Surface Cursor
Solid Cursor
Geometry Cursor 30
31. PAGE CONTROL IN VARIOUS MODES
Page Control in Page Control in
Modeling Mode Post- processing Mode
31
33. WIZARD
From
geometry
Here various types o
Structures is given under
each Main division for
choice
Here Various types of
division of Structure is
given for choice
33
34. ASSIGNING PROPERTY
Assigning a Property means to provide dimensions such as width,
thickness etc. to beams columns slab etc.
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35. SUPPORTS
1.There are three types of
supports provided to a structure
• Fixed Support
• Pinned Support
• Roller Support
2. There are options provided in
Staad for pinned and Fixed
Supports while roller support
has to be created by releasing
the Fx and Mz components
using fixed but.
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36. ASSIGNING LOADS
• Any structure is subjected to basically these types of loads-
1. Dead Load
2. Live Load
• Dead load includes the self weigh of the structure while live load
consists of Superimposed load.
• In addition to a structure is also subjected to wind and seismic or
earthquake forces.
• While designing a structure subjected to wind and earthquake
forces we also have to provide definition along with various load
cases. 36
37. After creating various load cases we have to assign them to the
structure. For this we have to first select that part of the
structure on which load has to be assigned and then assign it to
that part
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38. • Continued….
In case of structure subjected to wind and earthquake forces wind and
seismic definitions need to be provided
• After providing these only the load cases should be entered.
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39. ANALYSIS
After all the above stated steps structure has to be analyzed.
Analysis of a structure means to find out the reactions and displacements and
deflection at various nodes of a structure.
After analysis we are able to see shear moment and deflection for each member.
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40. After performing analysis window which contains a report of
analysis gets opened. This window shows the warning and errors
which might have occurred.
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41. Continued…..
In the post processing mode we are to be see the reactions, displacement
,deflections, shear force and bending moments for various members
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43. DESIGN
After analysis a structure has to be designed to carry loads acting
on it considering a certain factor of safety.
In India structures are designed by using various Indian codes for
both concrete and steel structures.
The design in STAAD.Pro support over 70 international codes
and over 20 U.S. codes in 7 languages.
After designing the structure it is again analyzed and results of
analysis for each beam and column is shown in output file
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44. Advantages of staad.pro
Following are the advantages of STAAD.Pro:-
1. Cover all aspects of structural engineering
2. Board spectra of design codes
3. International odes
4. Quality assurance
5. Reports and documentation
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45. conclusion
Staad pro is widely used by most of the organization for their
construction needs.
Unfortunately , well skilled staad pro engineers are very hard to search.
If we believe in the prediction of the industry expert then those students
who will getting trained on Staad pro in the current and upcoming two
year will have bright and successful career ahead in the real state and
construction domain’
By attending this STAAD.Pro we were able to learn various feature of
STAAD.Pro which will be very helpful in the near future.
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