Monday, 17 December 2012


 DEFINITION OF CIVIL ENGINEERING:
Civil engineering is field of engineering sciences, related to design, construction and maintenance of buildings, dams, bridges, tunnels, highways and other structures by the use of physical laws, mathematical equations and theories of mechanics. Civil Engineers utilize the available resources (expertise, materials, manpower) to complete the project in the given time span keeping in view the time, expenditure, environmental issues and physical hazards of the project.
Also known as the mother of all engineering, it is the oldest, broadest, most simple and useful of all engineering sciences. Being a broader field Civil Engineering is divided into the following sub-categories and / or fields.
  1. Geo technical Engineering
  2. Structural Engineering
  3. Transportation Engineering
  4. Water Resource engineering
  5. Environmental Engineering
  6. Earthquake Engineering
  7. Urban Planning

What does a Civil Engineer do????

A Civil Engineer is responsible for planning, design, construction and/or maintenance of structures. Civil Engineer can work in private constructions companies, governmental public works organizations or in universities as a research fellow or a teacher. A civil Engineer can be a surveyor, a technical report writer or even a project manager.
Civil Engineer is able to do the following jobs:.....
Scope of Civil Engineering
Due to increase in the scope of civil engineering with the passage of time, it has now got diversified into many branches of study. Some of the significant ones include structural engineering, geotechnical engineering, transportation engineering, hydraulic engineering, environmental engineering and a few more important areas of study.
Engineers are employed by a wide range of companies in the United States, from small start up businesses focused on a new invention idea to large-scale companies that work on immense contracts. Engineers from different fields constantly work together to create successful products. When considering the design and manufacture of an aircraft, for example, the workforce behind the development will include aeronautical engineers optimizing airflow paths, analysis engineers evaluating the strength of landing gear developed by design engineers, electronics engineers developing wiring methods and pilot controls, ergonomic engineers designing comfortable seating and computer engineers programming the aircraft operation systems, including everything from the autopilot system to the cabin crew call system.
STUDY BASE:Civil engineers work in a fast-moving, challenging and rewarding profession, involving design, construction and management. You could be involved in seeing through a project from design stage to construction and competition. These projects might include the development and construction of bridges, tunnels, roads, railways, dams and major buildings. There is also the chance to work overseas and starting salaries have increased at double the rate of inflation over the last five years, as many sectors of civil engineering experience skills shortages. Interested? Read on ...

An employer says ...

Karen Wallbridge, head of recruitment at engineering consultancy Atkins (atkinsglobal.com)
We look for individuals that have the appropriate degree and who can demonstrate their understanding of the technical element of civil engineering. In terms of personal attributes, we look for graduates who are self-motivated and have good communication skills. The latter is critical as our business is a consultancy and you need to articulate and engage with customers and colleagues. Team working and the ability to co-operate with a variety of individuals in a multidisciplinary team is also something that we look for. We find out at the point of recruitment what area of business our graduates are interested in.
Every graduate civil engineer who joins us will follow our accredited professional development scheme with the aim of becoming chartered. This involves continuous professional development, but we also provide a comprehensive portfolio of training to further enhance their knowledge, skills and outlook, which looks at the softer skills such as communication and judgment.
In our firm, once you have your chartership, then it's down to you which route you want to take. We have three career routes: a project route, technical route or business route.
The types of projects graduates could be working on might include flood defence work for the Environment Agency, cycle way improvements for local authorities and motorway widening for the Highways Agency. They might be seconded to work on an overseas project in Dubai, China or Europe. Some of the projects we're working on include Crossrail, the M1 widening and Dubai Metro (the emirate's first mass transit system).

A university says ...

Antony Darby, admissions tutor for civil engineering at the University of Bath (bath.ac.uk)
We normally look for people with a maths A-level at a high grade on our civil engineering degree courses. We're looking for people with enthusiasm and a real interest in civil engineering, not people who want to use an engineering degree as a stepping stone for working in the City.
For both our four-year MEng and three-year BEng in civil engineering, we offer an optional industrial placement for a year. We encourage people to get work experience, as those students on placements can put their learning into context and are much more enthusiastic when they come back to the course.
We have got the following core modules in our courses: structures, maths, material science, geotechnics, building environment and hydraulics. Alongside that, students will work on a series of design projects which help them apply what they have been learning in lectures. In the final-year project, engineers and architectural students work together on a large project. Last year they designed the British pavilion for the World Expo in China.

A graduate says ...

Gemma Clarke, senior engineer at engineering and design consultancy, Faber Maunsell (fabermaunsell.com)
I did graphical communications, maths and physics at A-Level and wanted to go into structural engineering. I was really interested in finding out how buildings stood up and how they were constructed. I did a four-year degree in civil engineering at the University of Bath and in my second and third year I worked in industry. I then went to work at Faber Maunsell and was put on an internal guide scheme accredited by the Institute of Civil Engineers (ICE). It took me three-and-a-half years to complete my training. I took my ICE chartership exam in April this year.
I've just been promoted to senior engineer and it's a varied job. On a typical day, I'll spend time modelling a structure using computer analysis or if a project is being built, then I'll do a site visit. One of my first projects that I worked on was as part of the design team for Halley VI, the base for the British research station in Antarctica. I went out to work on the existing base (Halley V) in December 2005 to April 2006. This was on secondment to the British Antarctic Survey to supervise structural works to its existing base.
The perks of the job are being able to come up with a concept building and then seeing your building three to four years later - to actually see the tangible results of your work.

CAREER IN CIVIL ENGINEERING:Civil Engineeringince time immemorial, human beings have been engaged in building all kinds of edifices. From huts made of mud to Taj Mahal, we have definitely come a long way. As civilisations matured, it simultaneously led to the development of bigger, better and diverse structures. From cave dwellings, human beings had moved on to construct houses, palaces, canals, dams, highways, and stadia. These civilian structures played a significant role in the development of human race and gave various dimensions to human life as various activities evolved: social, political, economic and recreational.

Some significant structures from the past include the Stonehenge in Britain, the Great Pyramid of Giza, the Roman Coliseum, the Great Wall of China and the magnificent Taj Mahal. Also worth mentioning here are buildings from the ancient cities of Chichen Itza, Machu Picchu and Petra. These are just but a mere glimpse of the examples set by one of the oldest branches of engineering, that is, civil engineering.

Amongst all branches of engineering, the range and application of civil engineering is the broadest and the most visible. In fact, the entire infrastructural framework of a modern nation is the creation of civil engineers. The credit of building mighty power plants, dams, airports, sea ports, highways, inland waterways and industrial plants goes to civil engineers. These professionals are also engaged in building an unending array of urban structures such as commercial complexes, skyscrapers, tunnels, bridges, roads, urban rapid transport systems, sports stadia and so on.

Wherever you might be, in cities or towns or in the far-flung areas of the country you simply cannot miss the creation of civil engineers. The nature of this profile makes it an evergreen prospect for career minded youngsters. There is an endless demand for this job profile both in the private as well as in public sector undertakings in our country.

Step-by-Step

If you have decided to become a civil engineer then there are two options available. You can either go in for a diploma or degree in civil engineering. After a graduate degree, you can also pursue post graduation in the subject.

You can go for a three year Diploma course after Class 10. For applying to a graduate program in civil engineering, you will have to qualify an entrance test either on a national level or on the state level. Your performance in 10+2 examinations could also be taken into consideration. The duration of the graduate program is four years.

After successful completion of this degree course, you can go for a post-graduate course if you are interested in research or teaching. Those interested in higher studies and research can apply for a doctoral program.

For a qualified civil engineer, there is no dearth of jobs, in both government departments and private organisations.

Start Early

The first and foremost thing in choosing this profession is the inherent interest in making something useful for the society at large. You must also have a liking for appreciating ancient and modern buildings.

A good start to achieve the goal of being a civil engineer is a “well rounded education” which is very necessary to get into this field. For that, you have to take up and excel in subjects like Maths, Physics and Chemistry in 10+2 and during graduation.

Is it the Right Career for Me?

As a civil engineer, you will have to plan out, design and supervise the construction of different types of buildings. You need to posses good knowledge of mathematics and science. Also, you must also have good supervisory and administrative skills.

Furthermore, you must be ready to sweat it out at construction sites and even work under stressful and hostile conditions. And if you think you fit the bill then civil engineering is the right profession for you.

What would it Cost Me?

A graduate course from a private college will cost you between Rs1,00,000 to Rs 2,00,000, annually. However, in a reputed government run establishment such as the Indian institute of Technology (IIT), you will have to pay an annual fees in the range of Rs 15,000 to Rs 20,000.

Funding/Scholarship

Colleges offering programs in civil engineering generally extend scholarships to students from socially and economically backward classes. Scholarships, freeships, stipends and financial assistance are also provided to students on the basis of merit and other qualifying criteria.

Job Prospects

There is huge demand for civil engineers in India and it is also expected to get a boost as the country gets ready to upgrade its infrastructure with growing economic and political clout in the world. The career opens a lot of opportunities in numerous government departments. Civil engineers are employed in all major construction projects carried out by central and state government agencies.

There are equally good opportunities in the private sector for civil engineers. A major opening for qualified civil engineers is also in armed forces where they can make vital contribution to the protection of the country. Last but not the least you can set up your own engineering consultancy.

Pay Packet

Pay packet of a civil engineer depends on a number of things such as educational qualification, type of employer, industry, location of work and so on.

Starting monthly salary of a graduate in civil engineering could be around Rs 10,000 to Rs 15,000. With due experience and continuous upgrade of skills, the salary increases by leaps and bounds. Professors in engineering colleges get extraordinary amounts as monthly salary along with other benefits.

It is important to ensure that you get a degree or diploma from a reputed college as salary will also depend on the brand image of your college.

Demand and Supply

In the past few years, the demand for civil engineers has exceeded the supply. The growth in economy and exceeding demand for well qualified and experienced civil engineers has resulted in towering pay levels. Shortage of 7,000 civil engineers is witnessed by India every year. Therefore, no civil engineer can go without a job after his graduation. As a civil engineer, good job opportunities will await at your doorstep.

Market Watch

Growth in the economy as a whole and the construction industry in particular has brought cheers to youth seeking to make a career in civil engineering. This demand has been further pushed higher with more multinational engineering companies setting up their footprint across India. Further, the rapid increase in population and the steady technological progress made by the country has considerably enhanced the market for civil engineers.

International Focus

Indian engineers are in high demand in Asia, Africa and the middle-east. Those graduating from IITs also manage jobs in developed countries. The employment opportunities abroad are very appealing but sometimes it also carries a certain amount of risk. For instance, Indian engineers involved in construction work in Afghanistan have been repeatedly targeted by terrorists. So the decision to go abroad should be taken after considering all the possible scenarios and your won priorities in life and career.

Positives/Negatives

+ives
  • In big cities like Mumbai, Bangalore and Chennai, new employees are even paid salaries that come close to salaries of Information Technology professionals.
  • Construction industry is experiencing a boom in the country and lucrative opportunities are plentiful.
  • You derive the satisfaction of having built numerous structures that facilitate the betterment of the society and the country.


-ives
  • You will have to undergo six moths to a year of training before you get a full-time job in the industry.
  • Construction industry is vulnerable to fluctuations in the economy.
  • Civil engineers often work in varied settings shifting from posh modern offices to job sites in extremely remote areas. 
  • The job often involves frequent travelling.

Different Roles, Different Names

The following are some of the important branches of civil engineering:
  • Construction engineering: This branch involves construction of highways, railroads, airports, power plants, bridges, tunnels, skyscrapers and so on. As per their abilities and position, engineers generally take care of different aspects of construction as well as business management. They have to manage project planning, costing and budgeting, scheduling, quality assurance, quality control, on site layout survey, material testing, material procurement, etc.
  • Hydraulic engineering: Engineers in this field primarily make their contribution in setting up structures associated with different water bodies. They contribute in the development of hydroelectric plants, dams, irrigation and navigable canals, reservoirs, bridges, culverts, storm sewers, water pipelines, etc.
  • Coastal and ocean engineering: This branch of civil engineering involves monitoring coastal areas and taking adequate steps to protect them from sea storms, flooding and erosion. These professionals also have a hand in the development of various sea port facilities.
  •  
  • Transportation engineering: Engineers in this branch are concerned about the development of city roads, interstate highways, railroads, airfields, pavements, canals and urban mass rapid transport systems. They also play an active role in urban development and planning, traffic management and betterment of the transport system in the country.
  • Materials engineering: This branch of experts has to ensure the quality and durability of a vast variety of materials used in the development of different edifices. Material engineers usually deal with materials such as cement, concrete, concrete additives, metals and alloys, polymers and paints.
  • Structural engineering: Structural engineers are responsible for analysing different types of stresses and strains that a structure has to endure during and after it has been built. The study generally involves the identification of different types of loads that would act upon a structure and plans for making the structure safer from these loads. Structural engineers are also concerned about the overall strength of a structure when it is built so that it can withstand the onslaught of natural elements as well as human intervention.
  • Earthquake engineering: Seismic activity is the biggest enemy of all types of manmade structures. Experts who research the impact of earthquake on different types of edifices and implement quake resistant measures are referred to as earthquake engineers.
  • Urban engineering: Engineers responsible for the design and development of urban public utilities are categorised as urban engineers. Public works include structures such as city roads, pavements, fresh water pipelines, waste water disposal systems, public parks and so on. These engineers play an important role in urban planning as they are primarily responsible for setting up the core infrastructural requirements of an urban area.
  • Environment engineering: Although a relatively new field, this branch of civil engineering is rapidly gaining importance with the growing emphasis on environment protection and sustainability. These engineers have to develop strategies for protecting the environment from air, water and land pollution. They have to manage issues such as solid waste management, water treatment, air and water pollution, safe disposal of hazardous materials. Another dimension of this profile is the construction of buildings that are environmental friendly, energy efficient and green.


Top Companies

1.    Ajay Kadam Association

2.    Antant Access

3.    Associated Engineering

4.    Balaji Railroad Systems Ltd.

5.    Dr. Kelkar Consultants Pvt. Ltd.

6.    Expert Technology – Chennai

7.    Gammon India Ltd.

8.    Hiranandani Construction Pvt.Ltd.

9.    IVRCL Infrastructure & Projects Ltd.

10.    Jaypee Group

11.    Larsen and Tubro

12.    Macro Marvel Infrastructure Corporation Ltd.

13.    Nircon Engineering Consultants.

14.    Potential Consultants.

15.    RDS Projects Ltd.

16.    Simplex Projects Ltd.

17.    Subhash projects and Marketing Ltd.

18.    Vadakar and Associates.

Tips for Getting Hired

  1. Making a good resume that focuses on education and computer skills is important.
  2. Network with people who work in the same field and discuss with them different aspects of this profile. Getting involved with a project and going to sites will give you practical knowledge of the profession.
  3. Seek opportunities for entry level jobs or internships; this will give you rich experience.
IMPORTANCE OF CIVIL ENGINEERING IN MODERN WORLD:
B.Tech (Civil Engineering) is an undergraduate program that conferred after the completion of a four year program of studies in civil. This professional program deals with the designing, construction and maintenance of the bridges, roads, railways, buildings and so forth. A civil engineer is responsible for planning and designing of concrete structures and then executing the project at an estimated scale. The students, who have keen interest in the study of civil engineering, should have sharp analytical and reasoning mind. They should also have good communication with their team members for the successful execution of the project.

After completing B.Tech (Civil Engineering) course, the student can get jobs in the government departments, private and public sectors. He can get employment in all major constructions projects that are carried out by private firm and state or central government. A civil engineer plays a significant role in rural as well as urban planning and development.
 SGI (Sharda Group of Institutions) also offers B.Tech (civil engineering) program that brings many opportunities for the aspirants. We know this institute as one of the best institutes of North India. HCST Mathura and AEC Agra are two engineering colleges that offer this program. These engineering colleges are well known for providing the quality education and excellent placement record. They are well equipped with latest facilities for instance, Optical fibre backbone with LAN connectivity to individual hostel rooms, computer labs, spacious class rooms, guest house and much more.
 In SGI Institute, the student can get proper guidance from the well experienced teachers. These teachers have come from the reputed colleges and universities of India and abroad. For taking admission in this college, a candidate should have the 60% marks in 10 + 2 in PCM, Computer science or Biology or should have rank in UPSEE (Uttar Pradesh State Entrance Examination) exam. UPSEE entrance exam is conducted by UP state government every year for admitting students to various degree courses for e.g. Engineering, Hotel management, Pharmacy etc.
 To sum up, SGI institute provides the proper guidance to students with its talented teaching staff members. The main objective of this institute is to prepare students in today’s competitive world.
HOW TO GET A JOB:
There's a clear career path if you want to become a graduate civil or structural engineer - you just have to know how to find it. Whether you want to learn about graduate entry routes, areas you could specialise in or the realities of working life, we've got it covered.
Build something great
A career in civil and structural engineering gives you a real opportunity to shape the world around you. Civil and structural engineers design and oversee the creation of the built environment.
Civil engineering jobs involve designing, building, testing and maintaining infrastructure, while the job of a structural engineer is to ensure that new and existing structures can withstand the pressure they need to.

How can I get a job as a civil or structural engineer?

The standard way to start your career in civil or structural engineering is to join a graduate scheme. Some employers will have fixed annual deadlines (often falling between November and February). Even if the deadline is 'open all year', many firms will hold their assessment centres during the autumn and winter months so it's worth sending in your civil or structural engineering application early.
A great many civil and structural engineers find a job after doing a work experience placement with a company during their first or penultimate year at university. If you show promise during your work experience placement, you may also be offered sponsorship through your remaining time at university. Many courses offer the opportunity to spend a year in industry but if yours doesn’t try to find a summer placement or, at the very least, a work shadowing opportunity.

What qualifications and skills do I need?

For most vacancies, you need a BEng or an MEng in civil or structural engineering that is accredited by the Institution of Civil Engineers (ICE) or the Institution of Structural Engineers. In a few cases, you can get a job with a related degree (such as geography or another branch of engineering) or by pursuing postgraduate study.
Technical skills are essential, and you should have developed them during your university course – but they must be complemented by soft skills.

What does the application process involve for civil and structural engineering employers?

The larger engineering employers tend to prefer online applications. Smaller, specialist firms might want a CV and covering letter. Most employers accept applications throughout the year, but some have deadlines as early as November.
In any case, it pays to apply early, as organisations may stop recruiting once all the positions are filled. Training an engineer is expensive, so expect a challenging recruitment process – you might well be asked to attend an interview, a technical interview and an assessment centre.

What’s the competition for civil and structural engineering graduate programmes like?

The number of graduate recruits a civil or engineering employer takes on often depends on the projects they successfully bid for; only the larger employers tend to recruit a standard number each year. Construction and engineering recruiters are tightening their belts in the recession.
Make no mistake: many firms are still hiring, but usually in fewer numbers than three years ago. They can afford to be choosey when assessing applications. You will have to make sure that you take great care over your applications to ensure you won't be turned down because of a silly mistake.

Where can I work?

There tend to be two main types of employer in civil and structural engineering:
  • Consultants focus on design work, spending a lot of time in the office or working with clients.
  • Contractors do the physical construction, and are more likely to be based on site doing hands-on work.
However, there is no rigid divide: almost all engineers spend time both on site and in the office. And there are plenty of other places you could work – you just have to choose the right employer for you.

What is working life like?

A contracting engineer is usually based on the construction site, keeping a vigilant eye on all the stages of building. If you opt for a consulting role, you are more likely to spend time in the office, drawing up plans and modelling possible situations for the structures you design. Find out more about working life from the graduate profiles and have a look at project features.

How much will I earn as a graduate civil or structural engineer?

The average starting salary for a graduate engineer is around £23,000 – according to the advertisers in TARGETjobs Civil & Structural Engineering. Bear in mind that your salary may vary depending on your location: London salaries will probably include a London weighting.
Your salary increases as you climb up the career ladder, particularly when you gain professional qualification. Salary packages often include benefits such as a pension scheme, life insurance and health insurance.

What are the highs and lows of working in civil and structural engineering?

Most civil and structural engineers love their jobs. It’s exciting to play a major part in projects worth millions of pounds, which may affect millions of people. Seeing the tangible results of your work is incredibly satisfying: you can walk along a street and say ‘I built that!’
It also offers fantastic structured career progression. In some areas of specialism, the hours can be long and are often unpredictable but the work/life balance in civil and structural engineering is better than in most professional careers.

HISTORY OF CIVIL ENGINEERING PROFESSION:
It is difficult to determine the history of emergence and beginning of civil engineering, however, that the history of civil engineering is a mirror of the history of human beings on this earth. Man used the old shelter caves to protect themselves of weather and harsh environment, and used a tree trunk to cross the river, which being the demonstration of ancient age civil engineering.
Civil Engineering has been an aspect of life since the beginnings of human existence. The earliest practices of Civil engg may have commenced between 4000 and 2000 BC in Ancient Egypt and Mesopotamia (Ancient Iraq) when humans started to abandon a nomadic existence, thus causing a need for the construction of shelter. During this time, transportation became increasingly important leading to the development of the wheel and sailing.
Until modern times there was no clear distinction between civil engg and architecture, and the term engineer and architect were mainly geographical variations referring to the same person, often used interchangeably. The construction of Pyramids in Egypt (circa 2700-2500 BC) might be considered the first instances of large structure constructions.

Henry Gantt (1861–1919), the father of planning and control techniques
Around 2550 BC, Imhotep, the first documented engineer, built a famous stepped pyramid for King Djoser located at Saqqara Necropolis. With simple tools and mathematics he created a monument that stands to this day. His greatest contribution to engineering was his discovery of the art of building with shaped stones. Those who followed him carried engineering to remarkable heights using skill and imagination.
Ancient historic civil engineering constructions include the Qanat water management system (the oldest older than 3000 years and longer than 71 km,) the Parthenon by Iktinos in Ancient Greece (447-438 BC), the Appian Way by Roman engineers (c. 312 BC), the Great Wall of China by General Meng T’ien under orders from Ch’in Emperor Shih Huang Ti (c. 220 BC) and the stupas constructed in ancient Sri Lanka like the Jetavanaramaya and the extensive irrigation works in Anuradhapura. The Romans developed civil structures throughout their empire, including especially aqueducts, insulae, harbours, bridges, dams and roads.
Other remarkable historical structures are Sennacherib's Aqueduct at Jerwan built in 691 BC; Li Ping's irrigation projects in China (around 220 BC); Julius Caesar's Bridge over the Rhine River built in 55 BC, numerous bridges built by other Romans in and around Rome(e.g. the pons Fabricius); Pont du Gard (Roman Aqueduct, Nimes, France) built in 19 BC; the extensive system of highways the Romans built to facilitate trading and (more importantly) fast manoeuvring of legions; extensive irrigation system constructed by the Hohokam Indians, Salt River, AZ around 600 AD; first dykes defending against high water in Friesland, The Netherlands around 1000 AD; El Camino Real - The Royal Road, Eastern Branch, TX and Western Branch, NM (1500s AD).
Machu Picchu, Peru, built at around 1450, at the height of the Inca Empire is considered an engineering marvel. It was built in the Andes Mountains assisted by some of history’s most ingenious water resource engineers. The people of Machu Picchu built a mountain top city with running water, drainage systems, food production and stone structures so advanced that they endured for over 500years.
A treatise on Architecture, Book called Vitruvius' De Archiectura, was published at 1AD in Rome and survived to give us a look at engineering education in ancient times. It was probably written around 15 BC by the Roman architect Vitruvius and dedicated to his patron, the emperor Caesar Augustus, as a guide for building projects.
Throughout ancient and medieval history most architectural design and construction was carried out by artisans, such as stonemasons and carpenters, rising to the role of master builder. Knowledge was retained in guilds and seldom supplanted by advances. Structures, roads and infrastructure that existed were repetitive, and increases in scale were incremental.
One of the earliest examples of a scientific approach to physical and mathematical problems applicable to civil engineering is the work of Archimedes in the 3rd century BC, including Archimedes Principle, which underpins our understanding of buoyancy, and practical solutions such as Archimedes’ screw. Brahmagupta, an Indian mathematician, used arithmetic in the 7th century AD, based on Hindu-Arabic numerals, for excavation (volume) computations.

Educational & Institutional history of civil engineering

In the 18th century, the term civil engineering was coined to incorporate all things civilian as opposed to military engineering. The first engineering school, The National School of Bridges and Highways, France, was opened in 1747. The first self-proclaimed civil engineer was John Smeaton who constructed the Eddystone Lighthouse. In 1771, Smeaton and some of his colleagues formed the Smeatonian Society of Civil Engineers, a group of leaders of the profession who met informally over dinner. Though there was evidence of some technical meetings, it was little more than a social society.
In 1818, world’s first engineering society, the Institution of Civil Engineers was founded in London, and in 1820 the eminent engineer Thomas Telford became its first president. The institution received a Royal Charter in 1828, formally recognizing civil engineering as a profession. Its charter defined civil engineering as: “Civil engineering is the application of physical and scientific principles, and its history is intricately linked to advances in understanding of physics and mathematics throughout history. Because civil engineering is a wide ranging profession, including several separate specialized sub-disciplines, its history is linked to knowledge of structures, material science, geography, geology, soil, hydrology, environment, mechanics and other fields.”
The first private college to teach Civil Engineering in the United States was Norwich University founded in 1819 by Captain Alden Partridge. The first degree in Civil Engineering in the United States was awarded by Rensselaer Polytechnic Institute in 1835. The first such degree to be awarded to a woman was granted by Cornell University to Nora Stanton Blatch in 1905.

PROJECT MANAGER DUTIES:project managers play the leading role in the project management process: They are accountable for the completion and delivery of projects. They create an atmosphere of teamwork and collaboration in which a defined goal can be achieved in a controlled and structured manner by a group of people. Project managers manage projects on a day-to-day basis, maintain a continuous focus on moving projects toward their defined objective, drive the decision-making process and execute milestones according to plan.











  1. Roles

    • Project managers are ultimately responsible for making projects happen. Carrying out this task requires a broad set of skills. In addition to exercising their knowledge of project management best practices, project managers also perform a variety of roles during a project's life cycle. They serve as business liaisons, budget managers, communicators, customer relations managers, the project team's cheerleaders, facilitators, negotiators, risk managers, change agents, motivators, presenters, planners, task trackers, problem solvers and implementers.

    Scope of Work

    • Project managers initiate, plan, execute and complete projects. They define priorities and establish project standards to ensure for the integrity and quality of project deliverables. Project managers execute the project communication plan and frequently interact with project stakeholders and the project team. Project managers are responsible for many activities, including scope definition and planning, activity planning and sequencing, project schedule development, cost estimating and budget management, resource allocation, quality control, issue resolution and risk mitigation, among others.

    Professional Skills and Talents

    • Effectiveness in the project manager role requires advanced knowledge of the principles, techniques and tools used in the planning, control, monitoring and review of projects and awareness of the best practices for business process engineering, conflict management and resolution, contracting and procurement, financial management, resource planning, quality assurance, change management and risk management. Advanced skills in communications, relationship building, organizational leadership, customer service, decision making and problem solving are particularly useful competencies for individuals in project manager roles.

    Qualifications

    • Formal education requirements vary by industry, employer and project type. In general, ideal candidates have at least a university degree or college diploma and five to seven years of experience in a project management capacity. Qualified candidates with technical savvy, professional certifications (such as Project Management Professional [PMP] and Six Sigma Black Belt) and a strong familiarity with project management software (e.g., Microsoft Project) and other portfolio management tools are highly preferred.

    Compensation

    • PayScale indicates certified project-management professionals in the United States average a base salary range of $67,342 to $98,568, with a bonus potential range of $4,153 to $13,420. Project managers employed by companies offering profit-sharing programs can expect additional earnings ranging from $1,952 to $5,896. The estimated total compensation for project management professionals, inclusive of salary, bonus and profit-sharing, ranges from $69,335 to $106,666, as of June 2010.
       

LABOUR :
Laborer

Laborer at work




Laborer.jpgA laborer or labourer — see variation in English spelling — is a person who does one of the construction trades, traditionally considered unskilled manual labor, as opposed to skilled labor.[clarification needed] In the division of labor, laborers have all blasting, hand tools, power tools, air tools, and small heavy equipment, and act as assistants to other trades,[1] e.g., operators or cement masons. The 1st century BC engineer Vitruvius writes in detail about laborer practices at that time. In his experience a good crew of laborers is just as valuable as any other aspect of construction. Other than the addition of pneumatics, laborer practices have changed little. With the advent of advanced technology and its introduction into the construction field, the laborers have been quick to include much of this technology as being laborers work.

Contents

Tools and equipment


Underground laborers
The following tools are considered a minimum: hammer, pliers w/ side-cutters, utility knife, tape measure, locking pliers, crescent wrench, screwdriver, margin trowel, carpenter's pencil or soapstone, tool belt and one pouch (bag). In addition: a five gallon bucket with additional tools, toolbelt suspenders, water jug and lunchbox are recommended. Most safety equipment that is consumed or work specific, for example hard hat, safety glasses, hearing protection, gloves, fall protection, High-visibility clothing, concrete boots, respirator/dust mask and toe guards [1] are provided by the employer as part of construction site safety. Personal safety equipment, for example full leather boots (some long time laborers believe steel toes are dangerous on the construction site; it is better to have crushed toes than toes cut off by the crushed steel), high strength pants - Carhartt or jeans (some modify thighs with a sacrificial second layer of jean fabric cut from an old pair) - socks, lip balm, and climate specific outerwear (unless laborers are instructed to work in a climate different from what they typically reside in, for example high elevation), are provided by the individual.

Types of work

Some of the work done by laborers includes:[2]
Much of the work traditionally claimed by laborers is merely work that did not fit into any other workforce's labor classification. These other classifications (in order of prestige) typically include the heavy equipment operators, ironworkers, carpenters, masons, teamsters/truck drivers and hod carriers. In addition, work that typically was shunned by journeymen of other trade unions tradesman/craftsman or was given to their apprentices is generally done by laborers in the absence of apprentices.
An example is the operators who in the division of labor have all the equipment. Most operators will not operate equipment they perceive as lowly such as skid steer, kick-brooms and telescopic handlers, laborers usually are used to operate these unless an operator apprentice is available and demands his right to operate. The same is true for most other trades except the ironworkers who are notorious for protecting their work and not wanting anyone else to touch their steel, tie-wire or Kliens. The advantage to this system is that many laborers gain sufficient experience working with another trade to journeyman-in while earning a higher wage than an apprentice. Many foremen will gradually give a laborer extra responsibility until they are performing at a journeyman level and can enter a more skilled union as a journeyman.

Pay

The pay for a union laborer is equal or greater than most work available to anyone with a bachelor degree, making this one of the few fields where someone without a high school degree can still earn a living wage. Union, heavy construction and highway construction laborers earn on average (2008 US) $25.47/h compared to 13.72/h for non-union laborers[3] In addition to paid earnings, union laborers enjoy the benefits of medical insurance, vacation pay, pension plans, representation and vocational schools; totaling $45/hr (2012 US) and some with special skills earn 'over-rate' wages. It is not uncommon for young civil engineers, construction managers and construction engineers to earn less than their apprentice laborers. However, unlike engineers, laborers are not usually employed full time year round. The additional pay they receive is often balanced out by the lesser unemployment checks they receive while out of work. These unemployment checks supplement the winter pay laborers often earn as independent contractors and under-the-table work. On average young engineers earn (2007 US$) 40,000 to 60,000 while union laborers on average earn 50,000 to 80,000. Engineers are not immune to being out of work, in heavy civil work some are employed on a project basis. They are not guaranteed a place on any subsequent projects, though this is in practice often the case. The value of work put in place by laborers and the value of avoided rework and increased efficiencies produced by the engineers' planning is a balance of resource utilization on any large project. Union laborers earn more than unfree labor and can be an avenue for those who are uneducated and with no resources to become educated and with resources.

Hazards and conditions

There are dangers accociated with laboring. Many laborers are severely injured or killed by accident each year while performing work duties. Many who work as laborers for even a short period of time will suffer from permanent work injuries such as: hearing loss, arthritis, osteoarthritis, back injuries, eye injury, head injury, chemical burn (lime sensitivity), lung disease, missing finger nails and skin scars. Alcoholism, drug use, and drug abuse are common although most companies require drug screening for all new hires. If a laborer is injured on the job they are immediately given a drug test. If the test results are positive then they are ineligible for any Workers' compensation benefits. There is a gray area for the use of marijuana due to medical marijuana prescriptions. Some who have been dismissed for failing a drug test while possessing a prescription have been later reinstated with pay as having been wrongfully terminated. The Laborers' International Union of North America (LIUNA) represents laborers on public and private projects. Some of the business representatives are laborers who have been so severely injured they can no longer labor. With a phone call and a good reason they will be on-site the next morning asking questions and demanding apologies for mistreatment of laborers.
This job, at times, and depending on who is in charge, qualifies for the 3D's, Dirty, Dangerous and Demeaning, or showing global connotation, as the Japanese say it kitanai, kiken, and kitsui. [4] Many other times laboring is a very gratifying job with lots of fresh air (jobsite air quality) and sunshine. The sheer hardship, drudgery and physical demands of the job ensure that there is always a shortage of good laborers. But, mistakes can be made and Laborers have been asked to go forward with ill-made plans; "'Forward, the Laborer crew!' Was there a man dismay'd? Not tho' the crew knew someone had blunder'd: Theirs not to make reply, Theirs not to reason why, Theirs but to do and die: Into the worksite of Death".

 LABOR SUPERVISING:

Supervisor’s Role and Responsibilities

The role of the supervisor is traditionally a difficult one. You must fulfill various responsibilities to your employees, work group and organization. You also are responsible for ensuring the work is carried out in such a way that no one’s security, safety or health is jeopardized.
As a supervisor, you have the day-to-day responsibility for what goes on in the workplace. Therefore, you play a critical role in supporting the drug-free workplace program and enforcing the policy. However, you are not expected to perform the role of police officer or counselor. Your primary role is as an observer. You watch the employees’ job performance to ensure that all necessary tasks are completed in accordance with specifications and deadlines.
In your supervisory capacity you are responsible for seeing that the work of your staff meets established performance standards. Your supervisory role is clear. When an employee begins to show a consistent pattern of problem behavior, you must take action. Focusing on job performance, even when you think the problem may be caused by substance abuse, allows you to balance:
  • The rights of the individual employee to privacy and fair treatment; and
  • The rights of the work group to a safe, secure and productive environment.
It is important to be consistent with all employees. Don’t play favorites and do be fair when evaluating situations and employees. As a supervisor, you should establish levels of performance expected from all employees. What is acceptable? What is not? You should make clear to employees exactly what is expected of them. It is important that supervisors implement and apply the policy in a way that pays close attention to the following legally sensitive areas:
  • Safeguarding employee confidentiality

  • Making sure the policy is clearly communicated to all employees

  • Properly following procedures to thoroughly investigate alleged violations

  • Providing due process and ample opportunity for employees to answer allegations

  • Ensuring quality control of testing and confirmation of positive tests, if testing is included

  • Conforming to the collective bargaining agreement (CBA) and union contracts, if applicable
It is your responsibility, as a supervisor, to:
  • Maintain a safe, secure and productive environment for employees

  • Evaluate and discuss performance with employees

  • Treat all employees fairly

  • Act in a manner that does not demean or label people
It is NOT your responsibility, as a supervisor, to:
  • Diagnose drug and alcohol problems

  • Have all the answers

  • Provide counseling or therapy

  • Be a police officer


Dealing with Crisis Situations


Take this opportunity to brainstorm with the group. Use the following scenarios to invite participants to talk about their experiences dealing with employees who have abused alcohol or drugs in the workplace. Use a flip chart to record their observations. After a period of discussion, lead the participants through the steps they should use to deal with similar situations.

What would your response be in the following situations?
  • You come upon an employee who is disoriented and smells of alcohol.

  • Employees tell you that other employees are using drugs in the work facility.

  • You see one of your drivers at an area restaurant during the workday having a beer with friends at lunch.


Investigating an Incident

It is important that you be familiar with your organization's drug-free workplace policy when attempting to deal with these highly charged situations. If possible, when dealing with the employee regarding suspected use of alcohol and/or drugs, a supervisor should call in another supervisor or manager who can act as a reliable witness. When dealing with alcohol and other drugs in the workplace, one of your first responsibilities as a supervisor is to distinguish between a crisis situation and a performance problem.
Crisis situations can consist of:
  • Dangerous behavior
  • Threatening behavior
  • Obvious impairment
  • Possession of alcohol or other drugs
  • Illegal activity
To investigate a potential drug/alcohol crisis situation, the supervisor should ask himself/herself the following questions:
  1. What exactly do you see?
  2. Does there appear to be illegal activity, policy violations or unusual behavior taking place?
  3. Is a group of people involved or a single employee?
  4. Are you the direct supervisor to anyone involved in the incident?
  5. Are reliable witnesses available?
  6. Is any physical danger involved in taking action or not taking action?
  7. Is there a specific policy that applies to the situation?
  8. Does the situation require expert consultation from HR, EAP or security?
  9. Is this a situation that calls for reasonable-suspicion testing?
  10. Have you documented what you see and what you have done in response?

The following are recommended actions a supervisor should take when he or she is confronted with a possible drug or alcohol situation:
  1. Ask the employee to come to a private area with another supervisor and inquire about the behavior, rumor or report.

  2. Inform the employee of your concerns and get his or her explanation of what is going on.

  3. If you feel there is a problem, notify your superior.

  4. If there is evidence or suspicion of recent use and based upon the employee's response and your drug-free workplace policy, the supervisor should:
    • Refer the employee to the Employee Assistance Program (EAP), provided your company has one;
    • Place the employee on suspension until a formal investigation takes place;
    • Arrange for the employee to be escorted home; or
    • Escort the employee to a collection site for the drug test, if your policy includes reasonable suspicion testing. (*Remember, if the employee is in no shape to work, then he/she is in no shape to drive.)

  5. If you make observations regarding the illegal distribution, possession, sale, transportation or manufacturing of controlled and dangerous substances on work property, contact local law enforcement. These situations usually result in a uniformed officer responding to conduct an investigation, make an arrest (if appropriate) and prepare a report. Due to the limited resources of most local law enforcement agencies, they may not conduct lengthy undercover investigations. If such a response is necessary, the employer has the option of securing the services of a private security investigator.


Recognizing Problems on the Job

Crisis situations involving suspected recent use of alcohol or other drugs do happen, but it is much more common for the supervisor to encounter job performance problems that are ongoing. Most of your employees are NOT going to have workplace problems that require special assistance from you beyond normal training, guidance and review. However, you should realize that ongoing performance problems that have not responded to normal supervisory intervention might require more intensive action. Many indicators of poor performance also may be signs of medical or mental health problems. The existence of these indicators alone is not adequate to determine the presence or absence of any condition. The supervisor should never diagnose, accuse or treat such problems. The indicators simply provide the supervisor a basis for making a referral to a professional who can help the employee, such as an Employee Assistance Program (EAP) professional.
When you see a performance problem, do not try to diagnose your worker's problem. Limit your observations and evaluation to declining job performance. In addition, don't disregard the "small things" about a worker's performance. If the employee is unable to correct those "small things", then he or she may indeed have a larger problem. The problem will grow over time and make the supervisor's job more difficult.
AUTOCAD(SOFTWARE):
AutoCAD is a software application for computer-aided design (CAD) and drafting. The software supports both 2D and 3D formats. The software is developed and sold by Autodesk, Inc.,[1] first released in December 1982 by Autodesk in the year following the purchase of the first form of the software by Autodesk founder, John Walker. AutoCAD is Autodesk's flagship product and by March 1986 had become the most ubiquitous microcomputer design program in the world, utilizing functions such as "polylines" and "curve fitting".[2] Prior to the introduction of AutoCAD, most other CAD programs ran on mainframe computers or minicomputers, with each CAD operator (user) working at a graphical terminal or workstation.[citation needed]
According to Autodesk company information, the AutoCAD software is now used in a range of industries, employed by architects, project managers and engineers, amongst other professions, and as of 1994 there had been 750 training centers established across the world to educate users about the company's primary products.[1]

History

AutoCAD was derived from a program called Interact, which was written in a proprietary language (SPL) by inventor Michael Riddle. This early version ran on the Marinchip Systems 9900 computer (Marinchip Systems was owned by Autodesk co-founders John Walker and Dan Drake). Walker paid Riddle US$10 million for the CAD technology.
When Marinchip Software Partners (later known as Autodesk) formed, the founders decided to re-code Interact in C and PL/1. They chose C because it seemed to be the biggest upcoming language.[citation needed] In the end, the PL/1 version was unsuccessful. The C version was, at the time, one of the most complex programs in that language. Autodesk had to work with a compiler developer, Lattice, to update C, enabling AutoCAD to run.[3] Early releases of AutoCAD used primitive entities — lines, polylines, circles, arcs, and text — to construct more complex objects. Since the mid-1990s, AutoCAD supported custom objects through its C++ Application Programming Interface (API).
The modern AutoCAD includes a full set of basic solid modeling and 3D tools. The release of AutoCAD 2007 included the improved 3D modeling that provided better navigation when working in 3D. Moreover, it became easier to edit 3D models. The mental ray engine was included in rendering and therefore it is possible to do quality renderings. AutoCAD 2010 introduced parametric functionality and mesh modeling.
The latest AutoCAD releases are AutoCAD 2013 and AutoCAD 2013 for Mac. The release marked the 27th major release for the AutoCAD for Windows, and the third consecutive year for AutoCAD for Mac.[4]
A first major disadvantage to AutoCAD for Mac is that you cannot have a mixed Mac/PC environment combined with References (XREF, images) in your drawings. Since paths are saved in the DWG, the other OS will not understand the file location (i.e.: A Mac will not know where to go look for G:\Projects\XYZ\FloorPlan.dwg, because the concept of drive letters is inherent to Microsoft Windows).
A second disadvantage is the inability of AutoCAD for Mac to run with a Network license. It can only be used as Stand-alone software.

Design

File formats and versions

The native file format of AutoCAD is .dwg. This and, to a lesser extent, its interchange file format DXF, have become de facto, if proprietary, standards for CAD data interoperability. AutoCAD has included support for .dwg, a format developed and promoted by Autodesk, for publishing CAD data. In 2006, Autodesk estimated the number of active .dwg files at in excess of one billion. In the past, Autodesk has estimated the total number of existing .dwg files as more than three billion.[citation needed]
Official Name Version Release Date of release Comments
AutoCAD Version 1.0 1.0 1 1982, December DWG R1.0 file format introduced.
AutoCAD Version 1.2 1.2 2 1983, April DWG R1.2 file format introduced.
AutoCAD Version 1.3 1.3 3 1983, August DWG R1.3 file format introduced.
AutoCAD Version 1.4 1.4 4 1983, October DWG R1.4 file format introduced.
AutoCAD Version 2.0 2.0 5 1984, October DWG R2.05 file format introduced.
AutoCAD Version 2.1 2.1 6 1985, May DWG R2.1 file format introduced.
AutoCAD Version 2.5 2.5 7 1986, June DWG R2.5 file format introduced.
AutoCAD Version 2.6 2.6 8 1987, April DWG R2.6 file format introduced. Last version to run without a math co-processor.
AutoCAD Release 9 9.0 9 1987, September DWG R9 file format introduced.
AutoCAD Release 10 10.0 10 1988, October DWG R10 file format introduced.
AutoCAD Release 11 11.0 11 1990, October DWG R11 file format introduced.
AutoCAD Release 12 12.0 12 1992, June DWG R11/R12 file format introduced. Last release for Apple Macintosh till 2010.
AutoCAD Release 13 13.0 13 1994, November DWG R13 file format introduced. Last release for Unix, MS-DOS and Windows 3.11.
AutoCAD Release 14 14.0 14 1997, February DWG R14 file format introduced.
AutoCAD 2000 15.0 15 1999, March DWG 2000 file format introduced.
AutoCAD 2000i 15.1 16 2000, July
AutoCAD 2002 15.6 17 2001, June
AutoCAD 2004 16.0 18 2003, March DWG 2004 file format introduced.
AutoCAD 2005 16.1 19 2004, March
AutoCAD 2006 16.2 20 2005, March Dynamic Block introduced.
AutoCAD 2007 17.0 21 2006, March DWG 2007 file format introduced.
AutoCAD 2008 17.1 22 2007, March Annotative Objects introduced. First release for the x86-64 versions of Windows XP and Vista. AutoCAD 2008 and higher (including AutoCAD LT) can directly import and underlay DGN V8 files.
AutoCAD 2009 17.2 23 2008, March Revisions to the user interface including the option of a Microsoft Office 2007-like tabbed ribbon.
AutoCAD 2010 18.0 24 2009, March 24 DWG 2010 file format introduced. Parametrics introduced. Mesh 3D solid modeling introduced. Both 32-bit and 64-bit versions of AutoCAD 2010 and AutoCAD LT 2010 are compatible with and supported under Microsoft Windows 7.
AutoCAD 2011 18.1 25 2010, March 25 Surface Modeling, Surface Analysis and Object Transparency introduced. October 15, 2010[5] AutoCAD 2011 for Mac was released. Are compatible with and supported under Microsoft Windows 7
AutoCAD 2012 18.2 26 2011, March 22 Associative Array, Model Documentation. Support for complex linetypes in DGN files is improved in AutoCAD 2012. DGN editing.
AutoCAD 2013 19.0 27 2012, March 27 DWG 2013 file format introduced.

Languages

AutoCAD and AutoCAD LT are available for English, German, French, Italian, Spanish, Japanese, Korean, Chinese Simplified, Chinese Traditional, Russian, Czech, Polish, Hungarian, Brazilian Portuguese, Danish, Dutch, Swedish, Finnish, Norwegian, Urdu and Vietnamese.[6] The extent of localization varies from full translation of the product to documentation only. The AutoCAD command set is localized as a part of the software localization.

Extensions

AutoCAD supports a number of APIs for customization and automation. These include AutoLISP, Visual LISP, VBA, .NET and ObjectARX. ObjectARX is a C++ class library, which was also the base for: (a) products extending AutoCAD functionality to specific fields; (b) creating products such as AutoCAD Architecture, AutoCAD Electrical, AutoCAD Civil 3D; or (c) third-party AutoCAD-based application.

Vertical integration

Autodesk has also developed a few vertical programs for discipline-specific enhancements. For example, AutoCAD Architecture (formerly Architectural Desktop) permits architectural designers to draw 3D objects, such as walls, doors and windows, with more intelligent data associated with them rather than simple objects, such as lines and circles. The data can be programmed to represent specific architectural products sold in the construction industry, or extracted into a data file for pricing, materials estimation, and other values related to the objects represented. Additional tools generate standard 2D drawings, such as elevations and sections, from a 3D architectural model. Similarly, Civil Design, Civil Design 3D, and Civil Design Professional support data-specific objects, facilitating easy standard civil engineering calculations and representations. Civil 3D was originally developed as an Autocad add-on by a company in New Hampshire called Softdesk (originally DCA). Softdesk was acquired by Autodesk, and Civil 3D was further evolved.

Variants

AutoCAD LT

AutoCAD LT is the lower cost version of AutoCAD, with reduced capabilities, first released in November 1993. Autodesk developed AutoCAD LT to have an entry-level CAD package to compete in the lower price level. AutoCAD LT, priced at $495, became the first AutoCAD product priced below $1000. It is sold directly by Autodesk and can also be purchased at computer stores (unlike the full version of AutoCAD, which must be purchased from official Autodesk dealers).
As of the 2011 release the AutoCAD LT MSRP has risen to $1200. While there are hundreds of small differences between the full AutoCAD package and AutoCAD LT, currently there are a few recognized major differences[7] in the software's features:
  • 3D Capabilities: AutoCAD LT lacks the ability to create, visualize and render 3D models as well as 3D printing.
  • Network Licensing: AutoCAD LT cannot be used on multiple machines over a network.
  • Customization: AutoCAD LT does not support customization with LISP, ARX, and VBA.
  • Management and automation capabilities with Sheet Set Manager and Action Recorder.
  • CAD standards management tools.

AutoCAD WS

View 1
View 2
AutoCAD WS Mobile App (iOS)
In 2010, Autodesk released its first AutoCAD mobile application AutoCAD WS. The mobile application allows registered users to "view, edit, and share" their work wherever they go.[8] The application can be downloaded for free from the App Store for iOS users or from the Google Play and Amazon Appstore for Android users. A registered license is required to use the mobile application. Both the Android and iOS versions allow users to save files on-line and off-line when no Internet connection is available.[9] Autodesk announced plans to store the majority of its software to "the cloud", starting with the AutoCAD WS mobile application.[10]
Autodesk officially released its iOS mobile application in September 2010.[11] This was the start of its mobile application marketing campaign. The release has since grown from just the iPhone to the iPod Touch, iPad, Android phones, and Android tablets.[12] The AutoCAD WS application has several of the desktop AutoCAD features, but is limited in other areas. The application provides the ability to draw lines, circles, and other various shapes. Text and comment boxes are supported features. Colors, Layers, and measurement are also included features found in the mobile application. The latest version, version 1.3, was released on August 17, 2011 and added the following features: unit typing, layer visibility, area measurement, and file management.[8] Both landscape and portrait modes are supported while using the application.
Autodesk announced that it would release its Android mobile application on April 20, 2011.[9] The application is similar to the iOS application with the same basic features and abilities. The Android AutoCAD WS mobile application has some unique features not found in the iOS version. It allows users to insert text or captions by voice commands instead of forcing them to manually input the text into the drawings.[9] This feature is not currently supported on the iOS mobile device.

Student versions

AutoCAD is licensed at a significant discount over commercial retail pricing to qualifying students and teachers, with a 36-month license available. The student version of AutoCAD is functionally identical to the full commercial version, with one exception: DWG files created or edited by a student version have an internal bit-flag set (the "educational flag"). When such a DWG file is printed by any version of AutoCAD (commercial or student), the output includes a plot stamp / banner on all four sides. This plot stamp can be taken out using the "fxout" command. Objects created in the Student Version cannot be used for commercial use. Student Version objects "infect" a commercial version DWG file if it is imported.[13]
The Autodesk Education Community provides registered students and faculty with free access to different Autodesk applications.

Ports

Microsoft Windows

While the latest release of AutoCAD did not come with a major overhaul, the 2012 version did receive minor improvements. Several small changes were made to improve the 3D capabilities, and some new features were added to enhance the productivity of the program.[4] These changes and features included: increased canvas control, associated arrays, improved 3D model manipulation, and other less noticeable additions.[4] After the release of AutoCAD 2011 for Mac, the Windows version lacked several features found in the Mac version. Several of the Mac version canvas controls have now been added to the 2012 release. To accomplish the goal for better 3D model manipulation, Autodesk did away with the old saved history method and introduced a new plug-in that will automatically be installed, Autodesk Inventor Fusion. This plug-in allows users to directly open and edit 3D models without having to save and export their work manually. When the user is finished editing the plug-in automatically opens the updated version back in AutoCAD. Autodesk also replaced the older array feature with new associated arrays features. This now allows users to duplicate things using three different commands: polar arrays, rectangular arrays, and placing objects along a predetermined path. The new redesigned array feature will also work with both 2D and 3D objects.[4] Autodesk has also chosen to allow users to purchase companion applications directly within the AutoCAD 2012 program.[14] The newest release of AutoCAD also came with new system requirements and recommendations in order to run AutoCAD 2012.[4]

Mac OS


AutoCAD 2012 for Mac
Autodesk stopped supporting Apple's computers in 1994. Over the next several years, no compatible versions for Macintosh computers were released. In 2010 Autodesk announced that it would once again support Apple's Mac OS X software in the future.[15] Most of the features found in the 2012 Windows version can be found in the 2012 Mac version. The main difference is the user interface and layout of the program. The interface is designed so that users who are already familiar with Apple's OS X software will find it similar to other Apple applications.[11] Autodesk has also built in various features in order to take full advantage of Apple's Trackpad capabilities as well as the full-screen mode in Apple's OS X Lion.[11][12] AutoCAD 2012 for Mac supports both the editing and saving of files in DWG formatting that will allow the file to be compatible with other platforms besides the OS X.[12] AutoCAD 2012 currently supports Mac OS 10.6.4 upwards.[16]
AutoCAD LT 2013 is now available through the Mac App Store for $899.99. The full featured version of AutoCAD 2013 for Mac, however, is not currently available through the Mac App Store due to the price limit of $999 set by Apple. AutoCAD 2013 for Mac is currently available for purchase from Autodesk's Web site for $4,195, or from an Autodesk Authorized Reseller.[15]


AUTOCAD INSTALLATION:

You need help installing Autodesk software on a single computer.

Solution

To install Autodesk software on a single computer, follow the below steps or watch our video walkthroughs.
Note: Although the images show AutoCAD 2012 as an example, the steps apply to all current Autodesk products.

  1. Launch the Product Installer by double-clicking the setup.exe file located in the system folder for that product.

    For digital products, the default location of the product installer is typically System > Autodesk > ProductName_Version_Language_OS as seen in the below image.

    For physical media, this should appear on your desktop after inserting the USB or DVD into your computer.

  1. Click Install.

    Note: You can change the Installer language by clicking the Installation Instructions drop down on the top right.

  1. Read the License and Services Agreement for your Country or Region. Select I Accept and then click Next.

  1. Select the license type you have purchased.  For installing on a single computer, select Stand-Alone.

    Learn more about Autodesk Licensing Options.

  1. Enter your Serial number and Product key and then click Next.

    If you're installing a Free Product Trial (and don't have a serial number and product key), select I want to ty the product for 30 days and click Next.

  1. The default configuration pre-selects the components to be installed with your product. The Installation path indicates the location where your Autodesk product will be installed.

    To proceed with the default configuration and location (recommended) click Install. 

    Note: If you customize the Installation path, make sure it does not exceed 260 characters or you will receive an error during installation.

  1. When the installation completes you'll see a list of the products that have been installed on your computer. Click Finish to close the installer.

The installation process is now complete!

AUTOCAD REGISTRATION:

You need to activate and register your stand-alone Autodesk product.

Solution

During product activation, your serial number and product key are verified and licensed to run on your computer.  When done over the Internet, this is an automatic process that occurs when you launch your product for the first time.
To activate and register your product, follow the below steps or watch our video walkthrough.
Note: Activation is only required for Stand Alone Autodesk licenses. 

  1. Launch your Autodesk product by clicking on the (product name).exe file, which is typically saved under your Programs (Windows) or Applications (Mac) folder. 

    If you're launching your product for the first time, you'll need to read and agree to the Autodesk Privacy Statement.  Check the box and click I Agree.

  1. When the Activation Wizard starts, click Activate

  1. Select Connect now and activate! and cick Next.  If you can't connect or have restricted Internet access you'll need to manually activate your product.

    When activating from a Free Trial version, you'll also be prompted to enter the serial number and product key you received when purchasing the full product license.

    Note: The request code shown is for example only and will not work if used.

  1. Enter your Autodesk ID and Password and click Login. If you don't have one, click Create User ID Now and follow the on-screen instructions.

  1. If you have multiple Accounts, select the one you want to register your product to and click Next.

  1. The activation process completes automatically and saves your activation information in the specified location.  Click Finish to close the activation wizard.

SUBJECTS OF CIVIL ENGINEERING:There are different subjects of civil engineering.

Description of civil subjects is....

100-Level Subjects
Subject Code Subject Name Credit Points Availability
CHEM103 Introductory Chemistry For Engineers 6 Aut/Wol/On /Class 1;
Sum/Wol/On /Class 1;
ENGG152 Engineering Mechanics 6 Spr/Wol/On /Class 1;
ENGG154 Engineering Design and Innovation 6 Spr/Wol/On /Class 1;
ENGG171 Scholars Research Project 1 6 Ann/Wol/On /Class 1;
MATH141 Mathematics 1C Part 1 6 Aut/Sou/On /Class 1;
Aut/Wol/On /Class 1;
MATH142 Mathematics 1C Part 2 6 Spr/Sou/On /Class 1;
Spr/Wol/On /Class 1;
MATH187 Mathematics 1A Part 1 6 Aut/Sou/On /Class 1;
Aut/Wol/On /Class 1;
MATH188 Mathematics 1A Part 2 6 Spr/Sou/On /Class 1;
Spr/Wol/On /Class 1;
STAT131 Understanding Variation and Uncertainty 6 Aut/Sou/On /Class 1;
Aut/Wol/On /Class 1;
Spr/Wol/On /Class 1;
DXB/Dub/On /Class 1;
DXB/Dub/On /Class 1;




200-Level Subjects
Subject Code Subject Name Credit Points Availability
CIVL245 Construction Materials 6 Spr/Wol/On /Class 1;
CIVL272 Surveying 6 Aut/Wol/On /Class 1;
CIVL296 Engineering Computing I 6 Spr/Wol/On /Class 1;
ECTE290 Fundamentals of Electrical Engineering 6 Spr/Wol/On /Class 1;
ENGG251 Mechanics of Solids 6 Aut/Wol/On /Class 1;
ENGG252 Engineering Fluid Mechanics 6 Aut/Wol/On /Class 1;
ENGG255 Professional Option 2 6 Ann/Wol/On /Class 1;
Aut/Wol/On /Class 1;
Spr/Wol/On /Class 1;
ENGG271 Scholars Research Project 2 6 Ann/Wol/On /Class 1;
MATH283 Mathematics IIE for Engineers Part 1 6 Aut/Wol/On /Class 1;




300-Level Subjects
Subject Code Subject Name Credit Points Availability
CIVL311 Structural Design 1 6 Aut/Wol/On /Class 1;
CIVL314 Structural Design 2 6 Spr/Wol/On /Class 1;
CIVL322 Hydraulics and Hydrology 6 Spr/Wol/On /Class 1;
CIVL352 Structures 1 6 Aut/Wol/On /Class 1;
CIVL361 Geomechanics 1 6 Aut/Wol/On /Class 1;
CIVL392 Engineering Computing 2 6 Aut/Wol/On /Class 1;
CIVL394 Construction 6 Spr/Wol/On /Class 1;
ENGG355 Professional Option 3 6 Ann/Wol/On /Class 1;
Aut/Wol/On /Class 1;
Spr/Wol/On /Class 1;
ENGG361 Project and Business Management 6 Spr/Wol/On /Class 1;
ENGG371 Scholars Research Project 3 6 Ann/Wol/On /Class 1;




400-Level Subjects
Subject Code Subject Name Credit Points Availability
CIVL415 Structural Design 3 6 Not Available in 2006
CIVL444 Civil Engineering Design 6 Spr/Wol/On /Class 1;
CIVL454 Structures 2 6 Aut/Wol/On /Class 1;
CIVL457 Structures 3 6 Not Available in 2006
CIVL462 Geomechanics 2 6 Aut/Wol/On /Class 1;
CIVL463 Geomechanics 3 6 Not Available in 2006
CIVL487 Traffic Engineering 6 Not Available in 2006
CIVL489 Roads Engineering 6 Spr/Wol/On /Class 1;
CIVL491 Engineering Computing 3 6 Spr/Wol/On /Class 1;
CIVL495 Public Health Engineering 6 Not Available in 2006
ENGG452 Thesis A 12 Aut/Wol/On /Class 1;
Ann/Wol/On /Class 1;
Spr/Wol/On /Class 1;
Spr/Wol/On /Class 1;
ENGG453 Thesis B 18 Ann/Wol/On /Class 1;
Spr/Wol/On /Class 1;
Spr/Wol/On /Class 1;
ENGG454 Professional Experience 0 Spr/Wol/On /Class 1;
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 WORLD'S BEST UNIVERSITIES IN CIVIL ENGINEERING:
Students who study civil engineering can specialize in fields such as construction or transportation engineering, and then after graduation, go on to design bridges, roads, buildings, and other structures. These are the world's top universities for civil engineering. See the methodology.
Rank School Overall Score Academic Reputation Score Employer Reputation Score Citations per Paper Score
#1 91.7 97.7 90.7 78.3
#2 88.2 89.2 97.4 71.9
#3 86.9 95.2 79.7 77.1
#4
Stanford University
United States
85.0 84.3 84.2 87.9
#5 84.5 83.3 88.8 81.1
#6
Imperial College London
United Kingdom
84.2 87.5 82.6 78.3
#7
University of Cambridge
United Kingdom
82.6 82.8 92.0 68.2
#8 81.8 100.0 59.1 70.3
#9 81.7 84.5 91.1 60.6
#10
University of Oxford
United Kingdom
81.2 77.3 100.0 62.8















CIVIL ENGINEERING WONDERS IN MODERN WORLD:
Would you believe that the tallest bridge in France reaches higher than the Eiffel tower, or that a single dam in China can hold back 1.4 trillion cubic feet or water? Each of the projects depicted here has set at least one world record for its height, scale, daring or ingenuity. From Venice to Boston, Egypt to England, here are seven amazing engineering wonders of the modern world. Know of others? Add to the list below!

Golden gate Bridge Design and Construction Statistics

Length, Width, Height, Weight

Total length of Bridge including approaches from abutment to abutment: 1.7 miles = 8,981 ft = 2,737 m
Total length of Bridge including approaches from abutment to abutment, plus the distance to the Toll Plaza: 9,150 ft = 2,788 m
Length of suspension span including main span and side spans: 1.2 miles = 6,450 ft = 1,966 m
Length of main span portion of suspended structure (distance between towers): 4,200 ft = 1,280 m
Length of one side span: 1,125 ft = 343 m
Width of Bridge: 90 ft = 27 m
Width of roadway between curbs: 62 ft = 19 m
Clearance above mean higher high water: 220 ft = 67 m
Total weight of each anchorage: 60,000 tons = 54,400,000 kg
Original combined weight of Bridge, anchorages, and approaches: 894,500 tons = 811,500,000 kg
Total weight of Bridge, anchorages, and approaches (1937): 894,500 tons = 811,500,000 kg
Total weight of Bridge, anchorages, and approaches (1986)*: 887,000 tons = 804,700,00 kg*
Weight of Bridge, excluding anchorages and approaches, and including the suspended structure, main towers, piers and fenders, bottom lateral system and orthotropic redecking (1986): 419,800 tons = 380,800,000 kg*
* The total bridge weight listed for 1986 includes the reduction in weight due to the redecking in 1986. The weight of the original reinforced concrete deck and its supporting stringers was 166,397 tons (150,952,000 kg).  The weight of the new orthotropic steel plate deck, its two inches of epoxy asphalt surfacing, and its supporting pedestals is now 154,093 tons (139,790,700 kg). This is a total reduction in weight of the deck of 12,300 tons (11,158,400 kg), or 1.37 tons (1133 kg) per lineal foot of deck.

Bridge Deflection, Load Capacity

Watch this video to see how the Golden Gate Bridge can move up and down by as much as 16 feet depending on the temperature as the maximum downward deflection, at midspan: 10.8 ft = 3.3 m and the maximum upward deflection, at midspan: 5.8 ft = 1.77 m
The maximum transverse deflection, at center span: 27.7 ft = 8.4 m
Live load capacity per lineal foot: 4,000 lbs. = 1,814.4 kg
As an example of how the Bridge is built to move, during the winter storms in 1982, the main span bowed approximately 6 to 7 feet
The three maximum deflections noted above at the center of the suspension bridge are due to the following loading conditions:
  1. The transverse deflection is due to a sustained transverse wind load. The maximum transverse movement of 27.7 ft is based on the maximum allowable longitudinal movement of the wind locks at the support towers;
  2. The maximum downward deflection is due to a condition with maximum live load on the center span, no live load on the side spans and maximum design temperature to elongate the main cables; and
  3. The maximum upward deflection is due to a condition opposite to condition 2 above, with maximum live load on side spans, no live load on center span and minimum design temperature to shorten the cable length.

Main Tower Stats

The Golden Gate Bridge has two main towers that support the two main cables.
Height of tower above water: 746 ft = 227 m
Height of tower above roadway: 500 ft = 152 m
Tower base dimension (each leg): 33 x 54 ft = 10 x 16 m
Load on each tower from main cables: 61,500 tons = 56,000,000 kg
Weight of both main towers: 44,000 tons = 40,200,000 kg
Transverse deflection of towers: 12.5 inches = 0.32 m
Longitudinal deflection of towers: shoreward: 22 in = 0.56 m and channelward: 18 in = 0.46 m
The south tower foundation depth below mean low water is: 110 ft = 34m
To build south tower pier to support the south tower, construction workers pumped 9.41 million gallons or 35.6 million liters of water out of the fender that was constructed first.

Main Cable Stats

The Golden Gate Bridge has two main cables which pass over the tops of the two 746-ft-tall towers and are secured at either end in giant anchorages. The galvanized carbon steel wire comprising each main cable was laid by spinning the wire, using a loom-type shuttle that moved back and forth as it laid the wire in place to form the cables. The spinning of the main cable wires was completed in 6 months and 9 days.
The main cables rest on top of the 746-foot main towers in huge steel castings called saddles.
Diameter of one main cable including the exterior wrapping: 36 3/8 in. = .92 m
Length of one main cable: 7,650 ft = 2,332 m
Total length of galvanized steel wire used in both main cables: 80,000 mi = 129,000 km
Number of galvanized steel wires in one main cable that are 0.192 inches in diameter: 27,572
Number of bundles or strands of galvanized steel wire in one main cable: 61
Average number of galvanized steel wires in each of the 61 bundles: 452
Weight of both main cables, suspender cables and accessories: 24,500 tons = 22,200,000 kg
The galvanized steel wire used for the main cables is carbon steel with the following average chemical composition and physical properties:
Ladle test results (specified)
C:
0.81% (0.85)
Mn:
0.66% (---)
P:
0.026% (0.04)
S:
0.028% (0.04)
Si:
0.24% (---)
Tested properties (specified)
Tensile Str,
Fu = 235,600 psi (220,000 psi min)
Yield Str,
Fy = 182,600 psi (160,000 psi min)
Elongation in 10" at rupture = 6.3% (4.0% min)
Main Cable bands are located every 50 feet along the main cables and the vertical suspender ropes are hung from the cable bands. Following the addition of the lower lateral bracing system in 1953 and 1954, it was found that the normal working of the Bridge, along with the addition of the lower lateral bracing system, had caused the main cable band bolts to lose as much as 50 percent of their specified tension. In 1954, the main cable bolts were re-tensioned by J. H. Pomeroy & Co., Inc and constituted the first application of calibrated impact wrenches for the tightening of cable band bolts.
Again in 1970s, during the replacement of vertical suspender ropes, the cable band bolts were again re-tensioned to 90,000 pounds using a Biach hydraulic bolt tensioner. This work was performed from ironworker floats hung below the cable.
Occasional retightening of main cable band bolts is undertaken when necessary based on inspections. The bolts, subject to constant temperature and load changes in the main cable produce minute changes in the cable diameter, and those changes in cable diameter, together with temperature effects on the cable band itself, cause tension in the bolts to relax. The most recent check was performed in 1999 by Steinman Boynton Gronquist & Birdsall, New York, NY. The tension was tested on a random and statistically valid sampling of cable band bolts, and it was determined that a retightening of all cable band bolts was not required at that time.
The re-tensioning of the bolts of the main cable tie-downs (which not the same as the main cable band bolts) were not a part of the Suspender Rope Replacement Project, but it is noteworthy to mention that they were re-tensioned in 2000 and 2001 for the first time since the Bridge was completed in 1937. The cable tie-down castings, located in the massive concrete pylons at the ends of the suspension span, hold the main cables in a fixed position to prevent vertical motion where the suspended span meets the approach viaducts. Proper functioning of the tie-downs depends on the clamping force of the cable bands, which in turn is dependent on adequate cable band bolt tension. In all, 256 bolts, each with a diameter of 21/8 inches x 3 feet long, were hydraulically re-tensioned to their original specification of 92,000 pounds. Bolts that had corroded over time were replaced. This project was completed by District crews.

Suspender Rope (vertical ones) Stats

The Golden Gate Bridge has 250 pairs of vertical suspender ropes that are spaced 50 feet apart across both sides of the Bridge. Each suspender rope is 2-11/16 inches in diameter. All of the ropes were replaced between 1972 and 1976, with the last rope replacement completed on May 4, 1976. 

Concrete Quantities

These are the quantities when the bridge was built (1933-1937). After the original concrete roadway deck was replaced, the amount of concrete is now LESS than when the Bridge was built by 25,000 cubic yards.
Concrete Quantities (as built)
Cubic Yards
Cubic Meters
San Francisco Pier and Fender
130,000
99,400
Marin Pier
23,500
18,000
Anchorages, Pylons, and Cable Housing
182,000
139,160
Approaches
28,500
21,800
Paving
25,000
19,115
Total
389,000
297,475

Structural Steel Quantities

Tons
Kg.
Main Towers
44,400
40,280,000
Suspended Structure
24,000
21,772,000
Anchorages
4,400
3,991,000
Approaches
10,200
9,250,000
Total
83,000
75,293,000

Millau Bridge Construction History


Millau Viaduct multiple span single line cable stayed Bridge the tallest bridge in the world. Its highest tower stretches a staggering 343 meters in height and 2.5 km in length. It is located in southern France, and is the highest bridge in the world.
It is a truly amazing piece of engineering, especially considering the method used to span the distance between the piers. Construction cost was approximately €400 million.

Construction Process of Millau Viaduct

The team attempting to build this amazing free way in the sky had to survive landslides, fight winds gusting at a 135 km/h. It’s a bridge that pushed the boundaries of engineering to the limit and then beyond. From the start the construction team faced 3 main challenges.
  1. Build the tallest bridge piers in the world.
  2. Put a 36000 ton free way on top of them.
  3. Erect 7 steel pylons each weights 700 tons.

Phase 1 of Construction

Oct 2001 the team broke ground they required to build bridge that will last for 120 years. To win the contract the team promised to build it in record time i.e. less than 4 years. Any delay was to cost them 30,000 dollars a day in penalties. There are 7 piers that are numbered from the northern end of the valley. Number one was to cause problems because of steep slope. Number 2 was the tallest across the river number 3 was not much shorter from no. 2. Then 4, 5, 6 and 7 found the genital slope to the south.
16000 tons of steel bars are used. The shape of each pair is complicated as a result each time they removed the section of red steel sheltering they have to change the shape of the mold to fit the profile of the next 4 meter section man handling these steel panels way up to 15 tons of piece is no picnic. And with the combine height of 7 piers totaling well over a kilometer they had to change the shape of the mold over 250 times.
Every 3 days each team on each pair went through this whole cycle then they repeated the process but it was a race against time with the permanent freed of delay keeping the entire build on time. (The budget was the denting responsibility of one man John Pea Matha) Month after month the piers climbed higher finally by November 2003 they reached their full height. At 245 meters pair 2 becomes the highest bridge pier in the world. The piers were exactly on the location where it had to be with 2cm deviation.

Phase 2

Phase 2 of building the world’s tallest bridge involved putting a 2.5 km road weighing 36000 tons on top of the piers and 270 meters above river Tarn. A bridge builder knows danger comes with the territory but working at these heights can be lethal. More than 34 died constructing the New York Brooklyn bridge, 35 died in 1970 on the west gate bridge in Melbourne Australia, 13 workers were killed when Koblenz bridge collapse on 10 November 1971. With these fatalities in mind, the team decided to fabricate the entire rope deck on the safety of solid grounds instead of concrete, steel was used for the deck which in theory would be much safer then lifting concrete sections hundreds of meters in the position. There was only one problem with this plan no one had ever put a rope deck on piers anything like this height before. In the end only one steel manufacturer have the courage to take on this colossal challenge - EIFFEL, the steel firm setup by the French engineer. EIFFEL built Garabit Viaduct Bridge which is one of the world’s largest steel bridge and EIFFEL Tower.
EIFFEL fabricated the massive sections that would make up the road deck in the company steel factories. This immensejigsaw puzzle involved manufacturing 2200 separate sections weighing up to 90 tons and some of them 22 meters long. Their accuracy was measured with laser to within a fraction of a millimeter. The huge square of central spine that should make the deck rigid. The triangular side panel were welded on either side to create width for a 4 lane high way. To meet the punishingschedule Buonoma automated the manufacturing with a two headed welding robot and a plasma cutting machine each cutting pattern or template was programmed in to the computer then the machine automatically blazes its way through the steel.
The torch reached a scorching 28000 degrees centigrade. That’s five times the temperature of the earth’s inner core. But cutting and welding was easy part. The hard part was getting these monster sections hundreds of kilometers from the factory to Millau. The routes were planned with precision to avoid damage. The components were taken to the site where the pieces of the massive jigsaw puzzle were welded together to form the two halves of the deck getting these two halves to span the valley on top of the world’s tallest bridge piers was a major challenge. They planned to slide the entire 2.5 km deck over the piers in two colossal pieces from two sides. The first part was easy fit a pylon so its cables support the front of a deck as it goes out over the valley. Then they constructed temporary steel support towers that halve the span to a more manageable, 171 meters. These steel towers were a construction fear them featen themselves the largest over 170 meter high is the tallest ever build and they needed to carry a massive load.7000 tons as the leading edge of a deck together with the first 90 meter pylon slide over.
Simply pushing this enormous weight over the top of the venerable piers would bring them crashing to the ground. The construction team made a launching system in which they use a series of launching systems to jack up the deck and inch it forward each system uses two wedge shape block on each side of the deck. the upper wedge is pulled forward by hydraulic system its slides up the slope of the lower wedge same time lifting the deck from it supports and advancing it 600 mm. the lower wedge then retracts dropping the deck to its support the upper wedge returns to its original position  and the whole cycles begins again. Four of these devices are placed on each piers all programmed to work exactly at a same time. The result is they pick up the entire road way and move it forward. Every 4 minutes the deck advances 6mm across the valley.

Phase 3

On top of the road deck team put up two enormous towers both of them secured by cables and equipment with hydraulics system capable of raising a 1000 tons. Then 700 tons pylon is lifted by hydraulics as it raises it pivots little by little until its vertical. It then lowers safely on to its anchoring point. With all 7 pylons in place the team attached the cables which support the deck with full traffic load. The road way weighs over 40,000 tons and the 154 cables stay prevents it from shagging or collapsing. The strongest stay is made up of 91 individual stayed cables and has a breaking point of 25,000 tons. Finally the road is made over the deck adding 10,000 tons to the total load.
On Dec 14, 2004 President Jacques Chirac officially opened the Millau Bridge (Viaduct).

Hoover Dam Facts, Statistics and Hoover Project Construction Photos


Hoover dam is America's most famous landmark, completed in 1935. It was the most colossal structure in the world at that time. This great American icon was to be the largest and heaviest dam, producing the largest amount of Hydro electric powerin the world.

21000 men took part in its construction and of them 112 laid their lives to complete this megastructure. Though its not the superior dam today but still most famous, iconic and greatest dam ever built. Situated in Mojave desert, 30 Km south-east of Las Vegas. Built on Colorado River at Black Canyon, the construction site was extremely difficult. The risks involved were huge and the consequences could have been catastrophic, if the dam failed.
Hoover Dam is 221 m high, 201 meters thick and 3.4 million cubic meters of concrete has been used in it.

Background for Hoover Dam Construction

Colorado, worlds one of the most powerful and unpredictable rivers, would break its banks in every spring and flood the area. The Government instructed the Bureau of Reclamation to come up with a solution and they decided to build world's largest dam. The site chosen for the megastructure Hoover Dam was Black Canyon. It is an 800 ft high deep gorge through which the river flowed. The spot, Black canyon is in the middle of the desert, so there was no infrastructure, no labors, no transportation and the weather too was harsh.
Frank Crow, was the Chief Engineer of Hoovered Dam and was assigned the job to get it completed in the span from 1931 – 1935. Theconstruction of Hoover took 7 years at a cost of $ 125 million. Nowadays this amount is about 788 million pounds. If the dam was not completed in the given time it would have cost the contractors $ 3000 / day in financial penalties.

Hoover Dam Statistics - Hoover Facts

  1. 726.4 feet high (221 m)
  2. 1,244 feet wide (379 m)
  3. 660 feet (203 m) thick at the base
  4. 45 feet (13 m) thick at the top
  5. $165 million dollars to build
  6. 4.5 years to build
  7. 4.4 million yards of concrete used for construction
  8. March 1931 building began
  9. September 30, 1935 President Franklin D. Roosevelt dedicated the completed dam

Powerhouse

  1. 17 generators
  2. 4+ billion kilowatt hours produced each year
  3. 10 acres of floor space

Power used by:

  1. 56% California
  2. 25% Nevada
  3. 19% Arizona

Lake Mead

  1. 6.5 years to fill (A slow filling process was required to lessen the pressure change on the dam and to help prevent small earthquakes due to land settlement.)
  2. 589 feet (181 m) at the deepest point
  3. 247 square miles in size
  4. 110 miles (176 km) long
  5. Named after Dr. Elwood Mead, Commissioner of the Bureau of Reclamation (1924 - 1936)
  6. Largest man made reservoir in the United States

Hoover Construction - Stage 1

Hoover Dam Tunnels

In April 1931 blasting for construction of plain dry area, upon which dam would be built, began. To divert the Colorado river 4 tunnels were to be excavated on each side of the Canyon, measuring 4000 ft long and the diameter of the tunnel was 56 ft, these were acting as diversion channels. Two tunnels would be constructed on the Nevada side, and another two were to be constructed on the Arizona side.  2 small cofferdams were built to force water into the tunnels.In may 1931 the drilling continued.
The digging, blasting, and debris removal continued for 13 months, with men working 3 shifts 24 hours a day, 7 days a week. Holidays were observed only at Christmas, 4rth July and Labor Day.
At Hoover's Construction site, the workers had to face harsh conditions but were paid only 40% extra. No proper ventilation was provides, work was extremely physically demanding. Men had to swing 100's of feet down the canyon walls to remove dangerous loose rocks, using jacks and dynamites. Due to lack of safety measure men required nerves of steel. The most common cause of death was, being hit by falling rocks.
Because no roads led into the canyon, men (as well as equipment) arrived at the work site by boat. Workers used 500 pneumatic drills, hoses, and compressors to make holes in the canyon rock where explosives could be placed. Once holes were drilled, workers used dynamite to blast into the rock and break it into smaller pieces that could be hauled away by dump trucks. A ton (0.9 metric tons) of dynamite was required for every 14 feet (4.3 meters) of tunnel that workers dug into the canyonwall. Special team then visited the inside of the tunnels to ensure it would remain same for workers to work inside it. The tunnels were then lined with concrete and By sliding sticks of dynamite into holes bored into the canyon wall, workers were able to blast and excavate large diversion tunnels. These tunnels, each about the size of a 4-lane highway, were lined with 3 feet of concrete, allowing river water to be transported away from the construction site at a rate of 1.5 million gallons per second.
Till November, 14, 1932 four 4 tunnels were completed and the water was allowed to flow through it. Hoover's Constructionwas in full swing.

Coffer Dams

Workers made the cofferdams by using 100 trucks to dump dirt, rock, and debris into the water at a rate of one truckload every 15 seconds. This amazing pace of dredging and dumping went on for ?ve months. The largest flow ever recorded at Black Canyon 200,000 cubic feet per second, was used by the Engineers to design the coffer dams.

Stage 2 of construction

In this stage building the dam itself was the task. The work was too huge, there were many problems in design which needed to be solved.

Design of the Hoover Dam

Hoover is an arch gravity dam, incorporating two principles.
According to the first principle, the weight of the dam forces it into the ground due to its weight, thus helping it to remain stable.
In another principle, the arch shape of the dam deflects the force of the water into the canyon walls through the compression of dam's concrete walls, using the compressive strength of concrete (concrete is very strong in compression).
Major problem was the pouring of 3.4 million cubic meters of concrete. Plants were installed at the construction site to produce concrete locally. But the dam was too big to be made into a single concrete mount. If the concrete in the dam was poured in only one go, the concrete would not have settled even today.
It is because when ingredients of concrete – cement, sand, coarse aggregate combine in the presence of water, they start a chemical reaction, resulting in the generation of internal heat, thus slowing down the curing process. The large the pour, the larger the cure. If heat is not dispersed, cracks would form, weakening the structure.

Hoover's Heat of hydration

To counteract the problem of heat generation, Hoover dam was built in series of inter locking blocks. This idea was conceived by a previous dam called Lower Crystal Spring dams. But Hoover was even 20 times massive than gigantic Lower Crystals Spring Dam. Each block was 5 ft high and was inter locked with the neighboring one and water was forced between them. To accelerate the setting of concrete, cool water pipes were passed through each block. Concrete mix was cooled and cured faster.
To speed up pouring of concrete in the mega structure, an elaborate overhead network of cables and pulleys was designed, carrying vast buckets of concrete. Labors stayed on the site to spread, place and compact the poured in concrete. Due to this new method, a record breaking volume – 8000 cubic meters of concrete was poured in a single day.


Design & Construction of Megastructure Akashi Kaikyo Suspension Bridge


The highest, longest and most expensive suspension bridge on earth, Megastructure Akashi Kaikyo bridge caries a huge 6 line free way linking Kobe with the island of Awaji in to the south. For the people of the fishing villages on rural south island it’s a vital link to hospitals, schools and the city on the main land.
For Japan it’s a symbol of national pride, it is the final linking network of bridges that will unite all four islands.
This bridge provides rapid transportation, rapid access and opening up the island of shokoko to business commerce and tourism.

Statistics / Facts:

  1. Location: Kobe and Awaji-shima, Japan
  2. Completion Date: 1998
  3. Cost: $4.3 billion
  4. Length: 12,828 feet
  5. Type: Suspension
  6. Purpose: Roadway
  7. Materials: Steel
  8. Longest Single Span: 6,527 feet
  9. Engineer(s): Honshu-Shikoku Bridge Authority
In 1998, Japanese engineers stretched the limits of bridge engineering with the completion of the Akashi Kaikyo Bridge. Currently the longest spanning suspension bridge in the world, the Akashi Kaiko Bridge stretches 12,828 feet across the Akashi Strait to link the city of Kobe with Awaji-shima Island. It would take four Brooklyn Bridges to span the samedistance!
The Akashi Kaikyo Bridge isn't just long -- it's also extremely tall. Its two towers, at 928 feet, soar higher than any other bridge towers in the world.

Structural Design of Akashi Kaikyo Suspension Bridge

The design features a two-hinged stiffening girder system, which allows the entire structure to endure earthquakes (8.5 on the Richter scale), 286 kph winds, and extreme sea currents. The Akashi-Kaikyo Bridge also has pendulums designed to damp forces. The bridge expands up to 2 meters a day because of heating.
It is located at a height of 280 meters and is the highest suspension bridge on earth. Its two towers each stand as tall as 80 story building with a central span just over a mile.
It’s also the longest suspension bridge in the world nearly twice the length of San Francisco golden gate and at $4.3 billion it’s the most expensive bridge ever build.
The Akashi Strait is a busy shipping port, so engineers had to design a bridge that would not block shipping traffic. They also had to consider the weather. Japan experiences some of the worst weathers on the planet. Gale winds whip through the Strait. Rain pours down at a rate of 57 inches per year. Hurricanes, tsunamis, and earthquakes rattle and thrash the island almost annually.
How did the Japanese engineers get around these problems? They supported their bridge with a truss, or complex network of triangular braces, beneath the roadway. The open network of triangles makes the bridge very rigid, but it also allows the wind to blow right through the structure. In addition, engineers placed 20 tuned mass dampers (TMDs) in each tower. The TMDs swing in the opposite direction of the wind sway. So when the wind blows the bridge in one direction, the TMDs sway in the opposite direction, effectively "balancing" the bridge and canceling out the sway. With this design, the Akashi Kaikyo can handle 180-mile-per-hour winds, and it can withstand an earthquake with a magnitude of up to 8.5 on the Richter scale.
By comparison, the Akashi-Kaikyo Bridge is 366 meters longer than the former record holder, Denmark’s Store Baelt (East Bridge), which also officially opened in 1998. It is also 580 meters longer than England’s Humber Bridge, which was constructed in 1981. The Akashi-Kaikyo Bridge is also 692 meters longer than New York’s Verrazano-Narrows Bridge (constructed in 1964), the longest suspension bridge in the United States. It is 710 meters longer than the San Francisco’s world-famous Golden Gate Bridge, built in 1937.
Here's how this bridge stacks up against some of the longest-spanning bridges in the world. (Total length, in feet Akashi Kaikyo Bridge 12,828'

Facts of Akashi Kaikyo Suspension Bridge:

  1. The bridge is so long, it would take eight years Towers laid end to end to span the same distance.
  2. The length of the cables used in the bridge totals 300,000 kilometers. That's enough to circle the earth 7 times!
  3. The bridge was originally designed to be 12,825 feet. But on January 17, 1995, the Great Hanshin Earthquake stretched the bridge an additional three feet.
  4. The bridge holds three records: it is the longest, tallest, and most expensive suspension bridge ever built.
  5. Over 2 million workers, billions of dollars, 181,000 tons of steel and 1.4 million cubic meters of concrete were used in its construction
  6. Its foundation is as deep as a 20 storey apartment blocks, towers almost as tall as the Eiffel towers in Paris.
  7. Its span is nearly 2 km (1/3 times more than any other suspension bridge built ever before)
  8. Theory of suspension bridge design
  9. Two main cable suspended across the water, held up by two tower

Design, Construction & Structural Details of Burj Khalifa

The goal of the Burj Dubai Tower is not simply to be the world's highest building: it's to embody the world's highest aspirations. The superstructure has reached over 165 stories. The final height of the building is 2,717 feet (828 meters). The height of the multi-use skyscraper has "comfortably" exceed the previous record holder, the 509 meter (1671 ft) tall Taipei 101.
The 280,000 m2 (3,000,000 ft2) reinforced concrete multi-use Burj Dubai tower is utilized for retail, a Giorgio Armani Hotel, residential and office. As with all super-tall projects, difficult structural engineering problems needed to be addressed and resolved.

Structural System Description

Burj Khalifa has "refuge floors" at 25 to 30 story intervals that are more fire resistant and have separate air supplies in case of emergency. Its reinforced concrete structure makes it stronger than steel-frame skyscrapers.
Designers purposely shaped the structural concrete Burj Dubai - "Y" shaped in plan - to reduce the wind forces on the tower, as well as to keep the structure simple and foster constructibility. The structural system can be described as a "buttressed" core . Each wing, with its own high performance concrete corridor walls and perimeter columns, buttresses the others via a six-sided central core, or hexagonal hub. The result is a tower that is extremely stiff laterally and torsionally. SOM applied a rigorous geometry to the tower that aligned all the common central core, wall, and column elements.
Each tier of the building sets back in a spiral stepping pattern up the building. The setbacks are organized with the Tower's grid, such that the building stepping is accomplished by aligning columns above with walls below to provide a smooth load path. This allows the construction to proceed without the normal difficulties associated with column transfers.
The setbacks are organized such that the Tower's width changes at each setback. The advantage of the stepping and shaping is to "confuse the wind'1. The wind vortices never get organized because at each new tier the wind encounters a different building shape.
The Khalifa's Tower and Podium structures are currently under construction  and the project is scheduled for topping out in 2008.

Burj's Architectural Design


The context of the Burj Dubai being located in the city of Dubai, UAE, drove the inspiration for the building form to incorporate cultural, historical, and organic influences particular to the region.

Structural Analysis and Design Facts

The center hexagonal reinforced concrete core walls provide the torsional resistance of the structure similar to a closed tube or axle. The center hexagonal walls are buttressed by the wing walls and hammer head walls which behave as the webs and flanges of a beam to resist the wind shears and moments.
Outriggers at the mechanical floors allow the columns to participate in the lateral load resistance of the structure; hence, all of the vertical concrete is utilized to support both gravity and lateral loads. The wall concrete specified strengths ranged from C80 to C60 cube strength and utilized Portland cement and fly ash.
Local aggregates were utilized for the concrete mix design. The C80 concrete for the lower portion of the structure had a specified Young's Elastic Modulus of 43,800 N/mm2 (6,350ksi) at 90 days. The wall and column sizes were optimized using virtual work .' La Grange multiplier methodology which results in a very efficient structure (Baker et ah, 2000). The reinforced concrete structure was designed in accordance with the requirements of ACI 318-02 Building Code Requirements for Structural Concrete.
The wall thicknesses and column sizes were fine-tuned to reduce the effects of creep and shrinkage on the individual elements which compose the structure. To reduce the effects of differential column shortening, due to creep, between the perimeter columns and interior walls, the perimeter columns were sized such that the self-weight gravity stress on the perimeter columns matched the stress on the interior corridor walls.
The five (5) sets of outriggers, distributed up the building, tie all the vertical load carrying elements together, further ensuring uniform gravity stresses: hence, reducing differential creep movements. Since the shrinkage in concrete occurs more quickly in thinner walls or columns, the perimeter column thickness of 600mm (24") matched the typical corridor wall thickness (similar volume to surface ratios)  to ensure the columns and walls will generally shorten at the same rate due to concrete shrinkage.
The top section of the Tower consists of a structural steel spire utilizing a diagonally braced lateral system. The structural steel spire was designed for gravity, wind, seismic and fatigue in accordance with the requirements of AISC Load and Resistance Factor Design Specification for Structural Steel Buildings (1999). The exterior exposed steel is protected with a flame applied aluminum finish.

Analysis for Gravity

The structure was analyzed for gravity (including P-Delta analysis), wind, and seismicloadings by ETABS version 8.4 (Figure 6). The three-dimensional analysis model consisted of the reinforced concrete walls, link beams, slabs, raft, piles, and the spire structural steel system. The full 3D analysis model consisted of over 73,500 shells and 75,000 nodes. Under lateral wind loading, the building deflections are well below commonly used criteria. The dynamic analysis indicated the first mode is lateral side sway with a period of 11.3 seconds (Figure 7). The second mode is a perpendicular lateral side sway with a period of 10.2 seconds. Torsion is the fifth mode with a period of 4.3 seconds

Site Test and Analysis

The Dubai Municipality (DM) specifies Dubai as a UBC97 Zone 2a seismic region (with a seismic zone facior Z = 0.15 and soil profile Sc). The seismic analysis consisted of a site specific response spectra analysis. Seismic loading typically did not govern the design of the reinforced concrete Tower structure. Seismic loading did govern the design of the reinforced concrete Podium buildings and the Tower structural steel spire.
Dr. Max Irvine (with Structural Mechanics & Dynamics Consulting Engineers located in Sydney Australia) developed site specific seismic reports for the project including a seismichazard analysis. The potential for liquefaction was investigated based on several accepted methods; it was determined that liquefaction is not considered to have any structural implications for the deep seated Tower foundations.
In addition to the standard cube tests, the raft concrete was field tested prior to placement by flow table . L-box, V-Box and temperature.

Burj Khalifa's Foundations and Site Conditions

The Tower foundations consist of a pile supported raft. The solid reinforced concrete raft is 3.7 meters (12 ft) thick and was poured utilizing C50 (cube strength) self consolidating concrete (SCC). The raft was constructed in four (4) separate pours (three wings and the center core). Each raft pour occurred over at least a 24 hour period. Reinforcement was typically at 300mm spacing in the raft, and arranged such that every 10lh bar in each direction was omitted, resulting in a series of "pour enhancement strips" throughout the raft at which 600 mm x 600 mm openings at regular intervals facilitated access and concrete placement.
The Burj Tower raft is supported by 194 bored cast-in-place piles. The piles are 1.5 meter in diameter and approximately 43 meters long with a design capacity of 3,000 tonnes each. The Tower pile load test supported over 6,000 tonnes (Figure 12). The C60 (cube strength) SCC concrete was placed by the tremie method utilizing polymer slurry. The friction piles are supported in the naturally cemented calcisiltite conglomeritic calcisiltite fomiations developing an ultimate pile skin friction of 250 to 350 kPa (2.6 to 3.6 tons / ft ). When the rebar cage was placed in the piles, special attention was paid to orient the rebar cage such that the raft bottom rebar could be threaded through the numerous pile rebar cages without interruption, which greatly simplified the raft construction.
The site geotechnical investigation consisted of the following Phases:
  1. Phase I; 23 Boreholes (three with pressuremeter testing) with depths up to 90m.
  2. Phase 2: 3 Boreholes drilled with cross-hole geophysics.
  3. Phase 3: 6 Boreholes (two with pressure meter testing) with depths up to 60m.
  4. Phase 4: 1 Borehole with cross-hole and down-hole gophysics; depth = 140m

3D foundation settlement analysis

A detailed 3D foundation settlement analysis was carried out (by Hyder Consulting Ltd., UK) based on the results of the geotechnical investigation and the pile load test results. It was determined the maximum long-term settlement over time would be about a maximum of 80mm (3.1"). This settlement would be a gradual curvature of the top of grade over the entire large site. When the construction was at Level 135, the average foundation settlement was 30mm (1.2"). The geo-technical studies were peer reviewed by both Mr. Clyde Baker of STS Consultants, Ltd. (Chicago, IL, USA) and by Dr. Harry Poulos of Coffey Geosciences (Sydney, Australia).
The groundwater in which the Burj Dubai substructure is constructed is particularly severe, with chloride concentrations of up to 4.5%, and sulfates of up to 0.6%. The chloride and sulfate concentrations found in the groundwater are even higher than the concentrations in sea water. Accordingly, the primary consideration in designing the piles and raft foundation was durability. The concrete mix for the piles was a 60 MPa mix based on a triple blend with 25% fly ash, 7% silica fume, and a water to cement ratio of 0.32. The concrete was also designed as a fully self consolidating concrete, incorporating a viscosity modifying admixture with a slump flow of 675 +/- 75mm to limit the possibility of defects during construction.
Due to the aggressive conditions present caused by the extremely corrosive ground water, a rigorous program of anti-corrosion measures was required to ensure the durability of the foundations. Measures implemented included specialized waterproofing systems, increased concrete cover, the addition of corrosion inhibitors to the concrete mix. stringent crack control design criteria, and cathodic protection system utilizing titanium mesh  with an impressed current.
For a building of this height and slenderness, wind forces and the resulting motions in the upper levels become dominant factors in the structural design. An extensive program of wind tunnel tests and other studies were undertaken under the direction of Dr. Peter Irwin of Rowan Williams Davies and Irwin Inc.'s (RWD1) boundary* layer wind tunnels in Guelph. Ontario .

Wind Engineering


The wind tunnel program included rigid-model force balance tests, a foil multi degree of freedom aero elastic model studies, measurements of localized pressures, pedestrian wind environment studies and wind climatic studies. Wind tunnel models account for the cross wind effects of wind induced vortex shedding on the building. The aeroelastic and force balance studies used models mostly at 1:500 scale. The RWDI wind engineering was peer reviewed by Dr. Nick Isyumov of the University of Western Ontario Boundary Layer Wind Tunnel Laboratory.

Chek Lap Kok Airport (Hong Kong)


Start of the project

Hong Kong is one of the wealthiest cities in the world. Previously, it had an airport named Kai Tak. But that was in the middle of the city, endangering human life and property. It had only one run way and the congestion was a lot rather increasing day by day. The airplanes had to fly past the apartments and the tall buildings, very nearly and risk of accident was very high. A new airport was needed, but there was no land available even up to 16 km radially, from the previous airport.

Construction of Hong Kong International Airport

The airport was itself just a small fraction of the whole project. The new airport was entitled as "the most ambitious civil engineering project" by many; because it had the largest passenger terminal in the world, heaviest jets were to be parked, 22 miles of super highways and tunnels were to be built to connect the airport to main city. For the same purpose longest double Decker suspended bridges ever built, were also to be constructed along with speedy railways. The project was estimated to be completed in 15 – 20 years but only 7 years were given. The challenge started in September 1991.
1st challenge for the project was selection of a plain, leveled ground, which could be enough to accommodate the airport.

Land Reclamation project
A site having mountainous islands, 16 miles from down town was selected. The mountains had to be removed resulting in 200 million tons of rocks removal by giant earth movers. The excavated rubble was suggested to be used to fill the sea to join the small islands into one big island. The largest fleet of under water dredgers arrived at the site and soft mud up to 40 ft was removed from the sea. This all proved to be the biggest land moving exercises ever i.e. 600 million tons of material was removed which is enough to fill ancient Roman Coliseum 200 times. As the airport was constructed outside the city, so to connect airport with the main city 1 mile long tunnel had to be built through the sea, having six (6) lanes.

Construction of tunnels

Built of mammoth pre-cast concrete steel structures, weighing 35000 tons (equaling weight of an ocean liner), these pre-cast concrete steel structures were to be laid 50 ft under water up to 1 mile. While being laid they were capped with water tight seals, to prevent water from entering them and then put head to tail. The seals were then removed carefully by hydraulic jacks and the joint between each was made air tight.
In another area the width of water was 3 mile. A tunnel turned out to be non-feasible due to heavy traffic on that route. So bridges were proposed. The bridges were to be long enough to span the islands and high enough to allow most gigantic ships below it. To minimize the public sufferings during construction, work was done at night.

Bridge Construction for Hong Kong Airport

The building site was leveled and bridge construction started. Two bridges, whose towers rose to a height of 60 stories, were to be constructed. The strength and support to the bridge towers was provided by 3' diameter cable weighing up to 15000 tons.But all this could not be assembled on ground so they built it in the air. That was dangerous and difficult but done successfully. Then 1000 tons pre-fabricated deck stations were installed in the span and 5 years after the start of the whole project, bridge was completed. Each deck section was raised by the cables up to 200". So that to be installed at the required level.
The tunnel was made, bridge was ready, now both had to be connected together and for that purpose 2 new super highways were required. To build the highways, coastline had to be extended and 25 million tons of aggregate was dumped into the sea. The coastline was extended more than a half mile into the sea. This amount is so high that a 5' wall from Washington, D.C to San Francisco can be built using this amount. Terminal plans called for the largest enclosed space, more than a mile long. It covered an area of 6 million sq. ft. on land.

Foundation of the airport and other projects

Being in the man made island, the airport terminal was to be nailed to the foundation to save it from ocean tides which could push the terminal off its foundation. The terminal was nailed to the bed rock by concrete piers/piles. Each pile weighed 25 tons.The terminal design was easy and simple. It consisted of repeating lattice of steel trusses. 136 such lattices were produced each of 140 tons. Robotic operator crane, operated by remote control was used to assemble these steel lattices.Hong Kong was subjected to average 8 typhoons each summer. These typhoons are said to have one of the most destructive forces on earth, consisting of 200 miles/hr, composed of wind and water. Detailed scaled model was built after simulating computer models. The results of experiments on the model were drastic. Results showed that the bridge would become dangerously unstable during high winds. But the bridges could not be shortened, so were made heavier, thus stiffening them.

Venice Flooded
Venice Tide Barrier Diagram
Venice, Italy: The Venice Tide Barrier Project will be the largest flood prevention project in the world. The project has been debated in one form or another for over 40 years as a way to protect this historical city-on-the-water for future generations. With Venice slowly sinking, and the water around it slowly rising, and floods always a fear, Italians have known for a long time that something needs to be done. Finally, the Prime Minister of Italy approved the second phase of the plan, including 80 hinged barriers, each approximately 6,500 square feet.
Paroramic Shot of Tallest Elevator
Worlds Tallest Exterior Elevator
Zhangjiajie, China: The Bailong Elevator is the world’s largest exterior elevator. At over 1,000 feet tall, this elevator looms high midway up a cliff overlooking a valley far below. Moreover, the elevator is mostly glass, affording passengers a dizzying view to the depths below. There is some concern, however, about the elevator’s long-term impact on the surrounding natural environment.Worlds Tallest Bridge France
Millau Bridge in the Mist
Millau Bridge France
Millau Bridge
Millau, France: The Millau Viaduct is the highest bridge in the world. At almost 1,000 feet high (taller than the even the Eiffel Tower) and over 8,000 feet long it sometimes sits above the cloud line, as shown in the beautiful photographs above. The engineered wonder of the bridge itself is nearly as amazing as the view of the valley below.Worlds Largest Underground Pipeline
Underground Tunnel 3D Model
More, Norway to Easington, Britain: The Langeled Pipeline is slated to be the longest underwater gas pipeline in the world. It will ultimately supply 20% of Britain’s gas needs, connecting England to the largest gas field in Europe via 750 miles of complex underwater terrain. Engineers have had to account for subzero temperatures an stormy waters in addition to developing techniques for installing the pipeline in the first place. They are able to lay an amazing 8 miles of pipe per day.
Three Gorges Dam Aerial
Three Gorges Dam Map
Three Gorges Damn Photo
Yangtze, China: The Three Gorges Dam has drawn fire from people around the world for its role in raising water levels and displacing millions of Chinese residents in the area. As a work of engineering, however, it is unparalleled. It will be the largest hydroelectric dam in the world, 600 feet high and holding 1.4 trillion cubic feet of water behind 100 million cubic feet of concrete. This engineering wonder will also eventually provide as much as 10% of China’s vast power needs.
The Big Dig Boston Map
The Big Dig Boston 2
The Big Digg Boston
Big Dig Collapse Boston
Boston, Massachusetts: The so-called Big Dig is a massive tunneling project in the heart of Boston, and is the most massive and expensive construction project in the history of the United States (at 15 billion dollars). Disaster and scandal have haunted this endeavor from the beginning, including accidents, deaths and even arrests for criminal negligence. Engineers were forced to navigate a maze of subways, pipes and utility lines in the course of the project, all with minimum disturbance to the bustling streets of Boston above.
Mubrak Pumpting Station Aerial
Mubrak Pumping Station Model
Mubarak Pumping Station Construction
Mubarak, Egypt: The Toshka Project is an amazing attempt to convert a half million acres of desert landscape into arable land. The Mubarak Pumping Station is at the center of this effort, and will channel millions of cubic feet of water per hour. It will ultimately redirect 10% of the country’s water from the Nile and will increase the inhabitable land in Egypt by as much as 25%.
BOOKS OF CIVIL ENGINEERING:

 Civil Engineering

APPLIED MECHANICS:
Applied mechanics is a branch of the physical sciences and the practical application of mechanics. Applied mechanics examines the response of bodies (solids and fluids) or systems of bodies to external forces. Some examples of mechanical systems include the flow of a liquid under pressure, the fracture of a solid from an applied force, or the vibration of an ear in response to sound. A practitioner of the discipline is known as a mechanician.
Applied mechanics, as its name suggests, bridges the gap between physical theory and its application to technology. As such, applied mechanics is used in many fields of engineering, especially mechanical engineering. In this context, it is commonly referred to as engineering mechanics. Much of modern engineering mechanics is based on Isaac Newton's laws of motion while the modern practice of their application can be traced back to Stephen Timoshenko, who is said to be the father of modern engineering mechanics.
Within the theoretical sciences, applied mechanics is useful in formulating new ideas and theories, discovering and interpreting phenomena, and developing experimental and computational tools. In the application of the natural sciences, mechanics was said to be complemented by thermodynamics by physical chemists Gilbert N. Lewis and Merle Randall, the study of heat and more generally energy, and electromechanics, the study of electricity and magnetism.[1]