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.
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.
This presentation gives a brief introduction on FRC's history, definition and why is it used. Types of FRC's and it's applications is explained in detail in later stages.Also, it covers various properties that affects FRC and a Case study in end.
This presentation gives a brief introduction on FRC's history, definition and why is it used. Types of FRC's and it's applications is explained in detail in later stages.Also, it covers various properties that affects FRC and a Case study in end.
EVALUATION AND STRENGTHENING OF RECONSTRUCTED ROADS EXCAVATED FOR UTILITIES U...IAEME Publication
The study highlights the need of pavement evaluation and pavement evaluation measures for the road pavements of urban areas in Kashmir which are often being cut and refilled after laying of utilities like optical fiber cables,municipal water supply pipes, construction of severs etc. This paper includes the collection of required field data like soil sub grade data, existing pavement structure, traffic data, pavement surface condition and rebound deflection by using BBD technique,
laboratory investigations and finally the design of the overall thickness of the road pavement and overlay whatsoever required to strengthen the road stretches.
Effectiveness of using Geotextiles in Flexible Pavements and Life-Cycle Cost ...IJMTST Journal
Using geotextiles in between the pavement layers (generally at the interface of subgrade and sub-base) to stabilize weak subgrades has been a well-accepted practice over the past few decades. However, from an economical point of view, a complete life cycle cost analysis (LCCA), which includes not only costs to agencies but also costs to users, is urgently needed to assess the benefits of using geotextile in flexible pavement. Two comparative methods were used to quantify the improvements of using geotextiles in pavements. One is Life Cycle Cost Analysis (LCCA) and the other is Economic Analysis. LCCA is a tool which is generally used after the agency has taken decision to implement the project and seeking to determine the most cost-effective means to accomplish the project's objectives. Unlike LCCA, EA considers the benefits of an improvement as well as its costs and therefore can be used to compare design alternatives that do not yield identical benefits, as well as to compare projects that accomplish different objectives. In this study, a comprehensive life cycle cost analysis framework was developed and used to quantify the benefits of using geotextile at subgrade level in economic terms. For this, a case study of Dhanbad city in Jharkhand was selected where six roads of different hierarchy are being developed with World Bank funding. As per the soil and material investigations, the CBR value of existing subgrade soil was 4%. However, after using geotextile at subgrade level the equivalent strength was found to be around 8%. Forming both as two alternative case scenarios, both Economic Analysis (using HDM-IV developed by the World Bank) and Life Cycle Cost Analysis was conducted. The study concludes that geotextile layer plays a key role in increasing the pavement CBR value from 4% to 8%. Additionally, it also results in economic benefits as increase of average 1%-1.5% in EIRR value can be noted as compared to the pavement without geotextile layer. The results of LCCA shows that initial construction cost of the alternative with 4% CBR (without geotextile layer) as well as life cycle cost is more than the corresponding cost for the second alternative with 8% CBR (with geotextile layer).Hence, the second alternative (CBR 8%-with geotextile layer) is recommended based on both Economic Analysis as well as LCCA. Hence, for an optimum road flexible pavement design with geotextile incorporated in the system, a life cycle cost analysis that includes user cost as well as economic analysis must be performed. ABSTRACT
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Module 5: Pavement Design
(8 Lectures)
Basic Principles, Methods for Different Types of Pavements, Design of flexible pavement using IRC: 37- 2012, Design of rigid pavement using IRC: 58-2011
Other modes of Transport
Introduction to Railways, Airways, Waterways, Pipeline Transportation, Classification, Requirements, Comparative Studies.
This report has been prepared after getting different theoretical and practical training in Construction of Bridge and Highway of Six Lane Eastern Peripheral Expressway (NH No. NE-II) Package IV
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.
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.
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.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
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/
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.
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.
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.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
Democratizing Fuzzing at Scale by Abhishek Aryaabh.arya
Presented at NUS: Fuzzing and Software Security Summer School 2024
This keynote talks about the democratization of fuzzing at scale, highlighting the collaboration between open source communities, academia, and industry to advance the field of fuzzing. It delves into the history of fuzzing, the development of scalable fuzzing platforms, and the empowerment of community-driven research. The talk will further discuss recent advancements leveraging AI/ML and offer insights into the future evolution of the fuzzing landscape.
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.
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.
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.
4. OBJECTIVES
• To reduce accidents
• Hassle free movement of vehicles
• Safety for pedestrians
• Providing space for parking of vehicles
• Maintain design speed in highway
• Complete utility of service roads
4
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9. TRAFFIC COUNT
• In order to felicitate the assessment of present and future
traffic demands for the development of roads traffic count
is most essential.
• Traffic count gives the PCU values which is used for
design purposes.
• The traffic count for the project was carried on the basis
of IRC 9-1972 and IRC SP 19-2001.
• The traffic count for the project was done from 26-2-2018
,7am to 27-2-2018 ,7am.
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9
13. SOIL TEST
• Specific gravity
• Density of soil
• Consistency limit
• Optimum moisture content
• Triaxial compression test
• California bearing ratio
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14. PROPERTIES OF SOIL
Specific Gravity 2.3
Dry density 1.7 g/cc
Liquid limit 26%
Plastic limit 24.2%
Shrinkage limit 19.74%
Optimum moisture content 17.438%
Maximum dry density 1.748 g/cc
Average cohesion value 0.3
Angle of internal friction 29˚37”
Safe bearing capacity 193.4 KN/m2
CBR 5.79%
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15. DESIGN OF ROAD
• Using IRC:37-2001 pavement is designed.
• According to design
• Bituminous Concrete -40mm
• Dense Bituminous Macadam- 105mm
• Granular Sub base course-250mm
• Granular Base course – 260mm
• Total Thickness of pavement is 655mm
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15
16. DESIGN OF BOX CULVERT
• Load calculation
I. Top Slab Grade of Concrete = 30MPA
dead load = 1.43kN/m2 Grade of Steel = Fe500
live load = 18.23 kN/m2
II. Bottom Slab
dead load = 30.83 kN/m2
Live Load = 51.83 kN/m2
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17. ANALYSIS
• Analysis is done from STAAD PRO Software
• Moments
Top slab = 309.854 kN/m2
Bottom slab = 309.854 kN/m2
Side walls = 228 kN/m2
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30. CONCLUSION
If our project is implemented,
• Speed of vehicles is maintained
• Risk free connections in between state highway and
national highway
• Simplified movement of intercity traffic
• Safety of pedestrians in crossing
• Parking problems can be reduced
• Accident reduction in junction
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30
31. REFERENCES
[1] D. Vamshee Krishna, B. Jagadish Chakravarthy, “RCC underpass design, Modeling and Analysis
using Parametric Study of Soil Structure Interactions”, International Journal of Advance Research, Vol. 3, Issue 8,
August 2015, ISSN:2320-9100 (Online).
[2] Ubaid Illahi, Burhan-ul-Wafa, Danish Zaffar Wani, Raqeeb Nabi Khan, “Traffic Flow Analysis &
Efficiency of Geometric Design T-Intersection-a case study”, International Journal of Civil Engineering and
Technology, Vol. 7, Issue-1, Jan-Feb 2016, ISSN: 0976-6308(Print), 0976-6316 (Online).
[3] Fani Antoniou, Dimitrios Konstantinidis, Georgios Aretoulis, Yiannis Xenidis, “Preliminary
Construction Cost Estimates for Motorway Underpass Bridges”, International Journal of Construction
Management, ISSN: 1562-3599 (Print), ISSN: 2331-2327 (Online).
[4] Mohankar R.H., Ronghe G.N., “Analysis and Design of Underpass RCC Bridge”, International
Journal of Civil and Structural Engineering, Vol. 1, Issue-3, 2010, ISSN: 0976-4399.
[5] Vinayak Demane and Prof. Swapnil Cholekar, “Soil Structure Interaction of Underpass RCC Bridge”,
International Journal of Scientific Research and Management, Vol. 1, Issue 4, 2013, ISSN: 2321-3418.
[6] Mohankar R.H., Pidurkar M.D., Pathan Mohd. G., “Parametric Study of Underpass Bridge”,
International Journal of Emerging Research in Management & Technology, Vol. 4, Issue-4, April 2015, ISSN:
2278-9359.
[7] Sheik Azhar U Rehman, A. K. Duggal, “Suitability of Different Materials Used for Road Marking: A
Review”, International Research Journal of Engineering and Technology, Vol. 2, Issue 2, May 2015, ISSN: 2495-
0056 (Online), ISSN: 2395-0072 (Print).
[8] B.N.Sinha, R.P.Sharma., RCC BOX CULVERT - METHODOLOGY AND
DESIGNS INCLUDING COMPUTER METHOD, Journal of Indian Roads Congress, October-December 2009
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31
32. [9] Dr. B.C. Punmia, Er. Ashok K. Jain, Dr. Arun K. Jain, “Soil Mechanics and Foundations”, Laxmi
Publications (P) Ltd, 16th Edition, 2005.
[10] IRC 54-1974, “Lateral and vertical clearances at underpasses for vehicular traffic”, Published by
The Indian Road Congress.
[11] IS 2720, Part 3-2, 1980, “Methods of Test for Soils -Determination of Specific Gravity of Fine,
Medium & Coarse Grained Soil”, Bureau of Indian Standards, New Delhi.
[12] IS 2720, Part 29, 1975, “Methods of Test for Soils - Determination of Dry Density of Soils In-
Place by the Core-Cutter Method”, Bureau of Indian Standards, New Delhi.
[13] IS 2720, Part 5, 1985, “Methods of Test for Soils – Determination of Liquid Limit and Plastic
Limit”, Bureau of Indian Standards, New Delhi.
[14] IS 2720, Part 6, 1972, “Methods of Test for Soils – Determination of Shrinkage Factors”, Bureau
of Indian Standards, New Delhi.
[15] IS 2720, Part 7, 1980, “Methods of Test for Soils - Determination of Water Content and Dry
Density Relation using Light Compaction”, Bureau of Indian Standards, New Delhi.
[16] IS 2720, Part 12, 1981, “Methods of Test for Soils – Determination of Soil from Consolidated
Undrained Triaxial Compression Test with Measurement of Pore Water Pressure”, Bureau of Indian Standards,
New Delhi.
[17] IS 2720, Part 16, 1987, “Methods of Test for Soils – Laboratory Determination of CBR”, Bureau
of Indian Standards, New Delhi.
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32REFERENCES
