The document describes the analysis and design of a multi-story hostel building with G+6 floors in STAAD Pro. It includes objectives to house 200 students, satisfy strength and serviceability requirements. The building has 16 rooms on each floor with 4 washrooms. Loads, materials, and structural components are specified. The building is analyzed for different load combinations as per codes and design of beams, columns, slab is done with reinforcement details. The analysis found the structure is within safe limits under design loads.
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
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
Basic points on earthquake resistant building
- Design considerations and different techniques employed to resist building from collapse during earthquake
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
Composite construction or Composite Structure/FrameAbdul Rahman
Composite structure of steel and concrete has been explained under this ppt with examples, type of structural members, advantages and comparison with other structures like R.C.C structure and Steel structures.
A report format presentation of earthquake-resistance construction techniques, stressing upon the relevance of such techniques in the architecture industry.
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
Basic points on earthquake resistant building
- Design considerations and different techniques employed to resist building from collapse during earthquake
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
Composite construction or Composite Structure/FrameAbdul Rahman
Composite structure of steel and concrete has been explained under this ppt with examples, type of structural members, advantages and comparison with other structures like R.C.C structure and Steel structures.
A report format presentation of earthquake-resistance construction techniques, stressing upon the relevance of such techniques in the architecture industry.
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 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.
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.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
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It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
block diagram and signal flow graph representation
Hostel
1. ANALYSIS AND DESIGN OF
MULTISTORY(G+6) HOSTEL BUILDING
AT PSIT CAMPUS
Team Members:
Abhijeet Patel
Arpit singh
Jitendra singh maurya
Najmul Hasan Khan
Rahul
Shivam Rajpoot
Project Guide:
Mr. Anil kumarChaudhary
1
2. CONTENTS
INTRODUCTION
OBJECTIVE OF THE STRUCTURAL
DESIGN
CODES
SOFTWARES
STATEMENT OF THE PROJECT
VARIOUS LOADS ON THE STRUCTURE
DESIGN AND ANALYSIS OF BUILDING
CONCLUSION
REFRENCRES
3. OBJECTIVE
We are designing it on a 800 mt2 site it will have 6
floors each floor have 16 rooms.
Four washroom in each floor.
It will cater at least 200 students.
Structure designed should satisfy the citation of ultimate
strength.
Structures should satisfy the serviceability.
It should satisfy the stability against overturning,
sliding, and buckling.
4. INTRODUCTION
Our project is based on the design and analysis of the
multi-storey building.
The present project deals with the analysis of a
multistory Hostel building of G+6 consisting of 16
rooms on each floor. The dead load & live loads are
applied on the beams, columns and slab.
Analysis is done through using STAAD.Pro.
Notation adopted throughout the project is same as in
IS-456-2000.
The aim of design is the achievements of an expectable
probability that structure being designed will perform
satisfactorily during its intended life.
5. SOIL TESTING AND RESULTS
ANALYSIS OF MATERIALS USED
PREPARATION OF SYNOPYSIS
DESIGNING IN AUTO CADD
DESIGNING IN REVIT
ANALYSIS OF STRUCTURE IN
STADD PRO
FINAL REPORT SUBMISSION
WORK PROGRESS CHART
8. LITERATURE REVIEW
s.no. Author topic conclusion
1. Baldev D.Prajapati
& D. R. Panchal
(sept. 2013)
STUDY OF SEISMIC AND WIND EFFECT
ON MULTI STOREY R.C.C., STEEL AND
COMPOSITE BUILDING
We conclude from 21
models of various
building in which R.C.C.
building subjected to the
wind is most critical
Case.
Critical displacement for
WIND is 129, EQ. ZONE-
III is 58 & EQ. ZONE-IV
is 87 is which is less than
the permission limits
(186mm)
2. L. SANTHOSH
KUMAR
(2017, JAN)
ANALYSIS AND DESIGN OF A (G + 6) MULTI
STOREY RESIDENTIAL BUILDING USING
STAAD PRO
1. Designing using
Software’s like Staad
reduces lot of time in
design work.
2. All the List of failed
beams can be
obtained and also
Better Section is
obtained.
5
9. THE MAIN OBJECTIVE OF THE DESIGN ARE:
Column design
Beam design
Slab design
10. CODES
IS-456:2000 :DESIGN CODE FOR RCC
STRUCTURES
IS-875(PART 1) :CODE FOR DEAD LOADS
IS-875(PART 2) :CODE FOR IMPOSED LOADS
IS-875(PART 3) :CODE FOR WIND LOADS
IS-1893 :2002 : DESIGN CODE FOR SEISMIC LOAD
11. SOFTWARE'S
This project is mainly based on software and it is
essential to know the details about these software’s
STAAD.Pro(v8i)
AutoCAD
12. STAAD PRO(V8I)
Staad is the powerful design software licensed by
Bentley . Staad stands for structural analysis and design.
To calculate S.F.D and B.M.D of complex loading beam
it takes about an hour only.
So when it comes up to building with several members
it will taken a week.
Staad pro is a very powerful tool which does this job in
just an hours .Staad is a best alternative for high rise
buildings and multistorey buildings.
13. AUTO CAD
AutoCad is powerful software licensed by auto desk
company and CAD stands for Computer Aided Design.
It is used for drawing different layouts, elevations,
details, sections,different sections can be shown in auto
cad easily.
We used this software for drawing the plan,elevation of
multi storey building.
It is very useful for civil, mechanical, and also electrical
engineer.
18. STATEMENT OF THE PROJECT
Utility of building :-Hostel Building
Total Area of hostel:-800 sq.m
No of storey's:-G+6
No. of staircases :-7(tread 30cm),(riser 15 cm)
Shape of the building :-rectangular
Type of construction :-R.C.C framed structure
Type of walls :-brick wall,shear wall.
Dimension of room:-342x570cm.
Total number of columns:-54
19. COMPONENTS SPECIFICATIONS
COLUMN SPECIFICATIONS:
Size of columns in ground floor is 70cm*100cm.
Size of column in first floor is 70cm*100cm.
Size of column in second floor is 70cm*100mm.
BEAM SPECIFICATIONS:
Size of beam used is 60cm*30cm.
20. GEOMETRIC DETAILS
Ground floor :3.0M
Floor height :3.0M
Height of plinth :30 CM
Depth of foundation :1.5M
21. MATERIAL DETAILS
Concrete Grade : M30
All steel grade : Fe500 grade
Type of steel bars : HYSD
Bearing capacity of Soil : >180 KN/M2
22. DIFFERENT TYPES OF LOADS ON THE
STRUCTURE
Dead loads
Imposed loads
Wind loads
Seismic loads
23. DEAD LOADS
Involves self weight of:-
RCC Slabs
Beams and columns
Plinth
walls
25. IMPOSED LOADS
Imposed also known live loads.
Loads over the floor i.e. Load of persons it is calculated
as 1 KN/m2.
This load is applied over the length of structure.
28. WIND LOADS
Wind is air in motion
Wind loads are calculated according to IS:875(part 3)
Intensity of wind and exposure are applied in the
direction as required
30. LOAD COMBINATIONS
The structures should be analyzed for combination of
loads as in practice we have numbers of loads in various
directions act
Some of the combinations to be checked are
1.5(DL+LL)
1.5(DL+WL)
1.5(DL+LL+WL)
31. S no. load combination
1. Dead load
2. Dead load+ live load on room
3. Dead load + wind load
4. Dead load + seismic load
5. Dead load + live load on room +wind load
6. Dead load + live load on room +seismic load
7. Dead load + live load on passage
8. Dead load + live load on passage + wind load
9. Dead load + live load on passage + seismic load
10. Dead load + live load on auditorium
11. Dead load + live load on dining hall +wind load
12 . Dead load + live load on dining hall + seismic load
13. Dead load + live load on room-seismic load
14. Dead load-seismic load
15. 9 Dead load-1.5 seismic load
2. LOAD COMBINATION USED FOR DESIGN
34. ASSUMPTION AND NOTATION ASSUMED
The notation adopted through out the work is same as in
IS 456-2000.
Using partial safety factors for loads in accordance with
clause 36.4 of IS 456-2000.
Partial safety factor for material in accordance with
clause 36.4.2 IS456-2000 is taken as 1.5 for concrete and
1.15 for steel.
Using partial safety factors in accordance with clause
36.4 of IS 456-2000 combination of load.
(D.L+L.L) 1.5
(D.L +L.L+W.L) 1.2
35. DENSITY OF MATERIAL USED
Plain concrete-24.0KN/m3
Reinforced-25.0KN/m3
Floor material-20.0KN/m3
Brick masonry-19.0KN/m3
Live loads in accordance with IS 875-86
1:-live loads on slab-3 KN/m3
2:-live loads on passage-3 KN/m3
3:-live loads on stair-3 KN/m3
36. RCC ANALYSIS
Code is assigned as IS:456-2000.
The parameters are assigned to the structure
Commands to be given are
1. concrete design
2. define parameters
3. command
37. RESULTS
We find height of m.s.l = 124.5m.
First class building.
Dry density of soil was approximately
1.66(gm/ml).
Permeability of soil was approximately
.205(mm/sec).
38. CONCLUSION
Results obtained are reliable and are within safe
limits.
Components are designed for axial forces acting on
it.
Reinforcement details are correct and are also
manually checked which has given desirable
results.
The design of slab, beam, column, rectangular footing
and staircase are done in limit state method which is safe
at control of deflection and in all aspects.
39. REFERENCES
Structural analysis by S.RAMAMRUTHAM
IS456-2000 CODE used
AUTO CAD & STAAD PRO packages
Design of RCC structures by B.C PUNMIA