Sponsorship Essay Example | Topics and Well Written Essays - 750 words

Sponsorship - Essay Example The sponsor keenly looks at the opportunity to develop their organization commercially through brand awareness that is done through advertising. Sponsorship can take different approaches; they include, firstly there is the branding the kits used by the players with the sponsor’s brand. Secondly, there are banners that are found on the ground as well as in the arenas which bears more information about the sponsor. Thirdly, through the media affiliated to the sport such as the website, the company is able to advertise their products. Fourthly, the players/sportspeople/coaches can be used to endorse the product of the sponsor. For the team, they can be provide with free kits, transport, facilities as well as provision of funds and other services (BBC, 2014). Sponsorship comes with a variety of pros and cons. Sponsorship is healthy for both the sponsor and the individual/club being sponsored; some players would not be able to raise the costs of participating in their respective sporting activities if they lacked support. On the other hand, the sponsor uses the sponsorship agreement as an opportunity to benefit themselves commercially especially through advertisements. Public awareness of a given product is easily achieved through the advertisements in sports stadiums, players’ uniforms, club’s website among others (BBC, 2014). Sponsorship is founded on the grounds that, in exchange of the resources or services given to the club or individual the sponsor will have either of the following benefits. Firstly, the image of the sponsor should be improved courtesy of the sponsorship. The company gets a good image since it is perceived to exhibit the corporate social responsibility. Secondly, the company gains a competitive advantage over is competitors due to its public reputation. Thirdly, the consumer attitude can be changed through the perception

IP - English Essay Example | Topics and Well Written Essays - 500 words

IP - English - Essay Example ulcates a drive in me to achieve success in the course, challenges that I encounter in the way of achieving my goals include but are not limited to my laziness, and occasional lack of ability to draw a balance between my work life and my social life. Sometimes, I spend too much time studying because of which I cannot find any time for leisure activities to refresh myself mentally and physically. At other times, I hang out with my friends for too long to be left with any time for studies. However, my desire for having a bright future keeps me on the track most of the time. One needs motivation in order to develop good writing skills in academic and professional life. Motivation comes from realization of the benefits of good writing skills. I derive the motivation to develop good writing skills from imagining how well I would be able to perform in my studies and at work when I develop good writing skills. I imagine myself writing essays, participating in essay-writing contests, writing and winning debate competitions, and writing long passages in short time thus saving time for other questions in the exams. I also imagine myself being able to convince the employers to hire me through my professional email writing and resume building. Winning such competitions and jobs builds one’s confidence which is very essential for living a happy life. I have noticed a lot of improvement in my writing skills over the passage of time. My writing skills have improved particularly since I started writing essays. I have realized that one needs to practice a lot in order to develop good writing skills. Reading essays from professional writers also helps develop the concept of writing and understand its various genres. In addition to that, watching movies and reading books helps one develop a good sense of phrases and styles of language that are used in everyday life. In the start, I found it hard to write long essays and keep my thoughts focused on a certain topic, but with time,

Project Manager Roles and Responsibilities Essay Example for Free

Project Manager Roles and Responsibilities Essay The Project Manager is the person responsible for developing, in conjunction with the Project Sponsor, a definition of the project. The Project Manager then ensures that the project is delivered on time, to budget and to the required quality standard (within agreed specifications). He/she ensures the project has sufficient resources and manages relationships with a wide range of groups (including all project contributors). The Project Manager is also responsible for managing the work of consultants, allocating and utilizing resources in an efficient manner and maintaining a co-operative, motivated and successful team. Additional responsibilities include: managing and leading the project team,  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   recruiting project staff and consultants, managing co-ordination between the partners and working groups engaged in project work, detailed project planning and control. Control would incorporate: Developing and maintaining a detailed project plan. Managing project deliverables in line with the project plan. Maintaining records of and managing project issues. Resolving conflicts at project level. Managing project scope and change control and escalating issues where necessary. Monitoring project progress and performance. Providing status reports to the project sponsor. Managing project training within the defined budget. Liaison with, and updates on progress to, the project steering board/senior management. Managing project evaluation and dissemination activities. Managing consultancy input within the defined budget. Final approval of the design specification. Working closely with users to ensure the project meets business needs. Definition and management of : â€Å"User Acceptance Testing† stage. Identifying user training needs and devising and managing user training programmes. As an illustration of the roles and responsibilities of a Project manager, I am going to use the simple example of changing the wheel of a car with one person in charge (project manager). In the exposition that follows, the steps followed will be under the headlines of the five essential ones outlined in the PMBOK: Initiating The initiating stage in replacing a punctured car-wheel is the process of preparing to replace the wheel. To begin with, the project manager, or whoever is overseeing the operation, ensures that all the tools necessary for the job are available. The tools necessary in this case would comprise the jerk, wheel spanner, the unique key-for some car models, maybe some props such as stones where there is a possibility of the car slipping downhill and finally, labor. Planning   Ã‚  Ã‚  Ã‚  Ã‚   Once the initiating stage is completed, we move on to the planning stage whereby different strategies are proposed and quickly debated with one being agreed upon. The role of the project manager in this stage is to ensure that everyone is given an opportunity to express their opinions on how best to approach the problem. Then, he/she should harmonize every participant’s views and in cases if the group cannot reach a resolution unanimously, he/she should apply his/her critical thinking abilities and skills in choosing the most reasonable approach that would be most efficient, effective and feasible. The planning would entail deciding which nuts to unscrew first e.g. diagonally, where to place the jerk and the props and where to put the tools and nuts in such a manner as to ensure they don’t get lost or pose a hazard to any of the team members. The Plan will also incorporate delegation of duties amongst the team members i.e. deciding who will place the jerk, who will unscrew the nuts, who will carry the spare wheel, and who will screw the new wheel back. The delegation of duties should be fair such that no member feels exploited or alienated and it is the work of the project manager to study everyone’s character and tell who is suited best for what. The final parts of the plan involve training participants as necessary, scheduling everything, and monitoring progress. Executing or Implementation   Ã‚  Ã‚  Ã‚  Ã‚   After initiating and planning, finally the time comes to put the plan into action. During this stage, the team implements the strategy decided upon with a view to achieving the intended objective. The team removes the bad wheel and replaces it with one that is in good condition. The work of the project manager is to ensure that each participant plays his/ her assigned role and that the operation goes according to plan by correcting any digressions and getting rid of any impediments that might arise in the course of the implementation. Controlling and Monitoring   Ã‚  Ã‚  Ã‚  Ã‚   As to controlling and monitoring, this entails putting measures in place in anticipation of pitfalls during the process of implementing the plan. Pitfalls to be anticipated might include: some members do not like the roles they are assigned and so they don’t play their roles with the necessary devotion. Also it is possible   that some members might want to sabotage the project for any of a number of reasons or one of the tools gets damaged and cannot be repaired in time for the work at hand. To avoid alienation, the project manager should make every member feel as though they own the project and when it succeeds the glory will be shared and the benefits mutual. In addition, the project manager has the responsibility of ensuring that, if a member were assigned a role he/she does not like, they are free to voice their concerns so that a speedy resolution is sought. The speedy resolution could be training or instruction where a member is assigned work they do not know how to do. Alternatively, members could swap roles to resolve any stalemates. Finally, a backup plan should be in place to cater for unanticipated hitches. Closing   Ã‚  Ã‚  Ã‚  Ã‚   In finishing up, the project manager should ensure the team tightens the nuts to the required extent and remove the jerk and props. He/she should also ensure that any member who sustains any injury should be attended to and all the tools-wheel spanners, jerk, props, key- together with the bad wheel are all returned and checked to ensure they are in good condition, then put in their respective places of storage. BIBLIOGRAPHY K. Bainey, The Project Management Body of Knowledge (PMBOK), 3rd ed. Project Management Institute, New Jersey, 2004

Three Pinned Portal Frame

Three Pinned Portal Frame This report found that plot 400 has many dead loads, live / imposed loads and wind loads in action on the buildings portal frame. The building has a simple 3 pinned portal frame / arch structure which have been designed to resist all loads that are applicable. The building also has structural actions and different modes of collapse which act upon the supporting columns, rafter beams and supporting main beams of the portal frame. The diagrams that have been produced illustrate how the different structural sections deform and how they would fail in the event of a mod of collapse, for example torsion, shear, fatigue or even compression. The building has also been sketched and CAD drawings provided along with photographs of both the inside and outside structure which can be seen in appendix 4 of the report. This report has also listed the clients functional and spatial requirements and the applicable governing legislation which controls the design and use of buildings in England and Wales. Contents Page. Page No. 1.0 Introduction 3 2.0 Brief 4 3.0 Structure Appraisal 3.1 Site Location 5 3.2 Building Function 6 3.3 Building Regulations 7 3.4 Building Drawings 8 3.5 Loadings 9 16 3.6 Structural Actions 17 24 3.7 Structural Stability 25 26 3.8 Deformation and Mode of Collapse 27 31 4.0 Conclusion 32 33 5.0 Bibliography 34 6.0 References 35 7.0 Appendix 7.1 Appendix 1 Site Location Plan 37 7.2 Appendix 2 Schedule of Drawings 38 7.3 Appendix 3 Schedule of Photographs 39 7.4 Appendix 4 Photographs 40 Introduction. Buildings today are built to accommodate many different processes and purposes within the built environment. When a building is at the feasibility stage, many key items must be considered to ensure that the building which is delivered to the client meets all the functional requirements and is built in accordance with all the relevant legislation which governs the construction industry and the built environment. Some of the key design parameters would be:- Spatial requirements Materials used Underlying use of building Method of Construction Finishes Location Size Maintenance Considerations Access and Use Planning restrictions This report will identify a building and investigate the design and comment on how the design meets the functional requirements for which it has been constructed. Additional details such as drawings, photographs and sketches will also be provided to support this report. Brief This report has been produced to appraise a given structure. The structure that has been chosen is Plot 400 at Ascot Drive, Derby in the East Midlands. The building will be identified and suitable location plans will be provided for the site. The buildings purpose will be explained in relation to its functional requirements and sketches and drawings will be provided to detail the building. These drawings will be provided by hand and also by auto computer aided design technology. Having described the building and its function, this report will then identify several different loads that the buildings portal frame must withstand with descriptions on how this portal frame is designed to resist such loads. Many different structural actions are in force within the buildings main portal frame and load bearing elements, mainly:- Tension Compression Shear Bending Shell action Plate action Joints Arches Suspension beams Truss rafters Having described these structural actions the report will then discuss how Plot 400 is designed and constructed to resist any overturning against dead loads, wind loads and fire conditions. Finally sketches will be produced to show how the main load bearing elements of Plot 400 could deform under the action of several different loads, should the structure not be designed correctly to resist these loads and different modes of collapse or other possible failures will be described. Conclusions will be made on the reports findings and the report will include appended drawings and a photograph schedule. 3.0 Structural Appraisal 3.1 Site Location The proposed building is located in Derby within the East Midlands. The full site address is:- Plot 400 Ascot Business Park Longbridge Lane Derby Derbyshire DE24 Site location plans can be seen in appendix 1 which shows Plot 400 in relation to plots, 100, 250, and 550 off Longbridge Lane. Appendix 1 also shows views from satellites and road location maps. < www.multimaps.com> Photographs of Plot 400 can be seen in appendix 4. 3.2 Building Function The building at Derby, Plot 400 has been commissioned by the client Pattonair Limited to store, distribute and package parts for the aviation industry. The building is to also allow space for ancillary processes such as ordering, accounts, HR, legal and every day processes such as welfare facilities. The 3 storey office accommodation which is located to the front elevations of the building will cater for the following processes:- Accounting (payments, orders etc.) Orders Management (staff, products) Human resources Legal responsibilities General communications and data transfer Information Technology Welfare facilities (eating, washing toilets etc.) Parking (staff and visitors) Meetings Protection of occupants from the elements (wind, rain, snow, cold and sun/heat). The warehouse is a single storey building with a 3 storey office block attached to the front elevation (North Elevation). The warehouse also includes a 3 storey mezzanine structure supported off the existing warehouse slab as shown in appendix 4 items 11, 22, 16, 24. The main functions of the warehouse space are:- Storage (mezzanine level) Production Packaging Manual handling and labelling Distribution Protection of goods from the elements (wind, rain, snow, cold and sun/heat) Protection for occupants and employees from the elements Accommodation of occupants for processes The building must therefore be designed to provide all these functions so that it will meet the clients functional requirements for them to run a business. 3.3 Building Regulations and Planning Permissions Now that the designers are aware of what functional requirements the building must provide, the design team must also ensure that the building meets with all the current legislation, these are mainly, for a building of this size and use:- The Town and Country Planning act 1990 The Building Act 1984 The Building Regulations 2000 The Health and Safety at Work Act 1974 The Construction (Design and Management) Regulation 2007 The Regulatory Reform (Fire Safety) Order 2005 The Workplace (Health and Safety and Welfare) Regulations 1992 The Disability Discrimination Act 2005 These regulations apply to the building in both construction and occupation, the last 3 regulations only apply upon occupation of Plot 400. 3.4 Building Drawings Having taken photographs and inspected the building, sketches will now be produced of the building. 3.5 Loadings Buildings in England and Wales must be designed in accordance with Approved Document A of the Building Regulations 2000. This document sets out minimum standards for all types of buildings and specifies that buildings must:- be constructed so that the combined dead, imposed and wind loads are sustained and transmitted by it to the ground Safely : and Without causing such deflection or deformation of any part of the building, or such movement of the ground, as will impair the stability of any part of another building ODPM. (2004) Buildings generally are designed for primary and secondary loads. Primary loads are loads which act on a building in the first instance and can also be called principal loads, these loads are Dead loads Imposed loads Wind loads Dead loads Dead loads are loads which are applied to a structure and are generally permanent and stationary in action. The largest factor of dead loads is usually the self weight of the structural member itself for example:- Steel column Steel beam/rafter/perlin etc Pre cast floor plank/beam/stair Cladding (roof and walls) Windows Services (lights, sprinklers, HVAC) Imposed loads Imposed loads are also called live loads and these constitute loads which are movable and generally act on a structure when it is occupied. Examples of live loads are:- People Furniture Cars Computers Products (retail and storage) Animals Imposed loads can be further sub divided into imposed floor loads and imposed roof loads which are given in British Standard BS 6399 Part 1 : Code of practice for dead and imposed loads 1996. Wind loads Wind loads are as they sound, loads which are applied to a building in England and Wales due to negative and positive pressures both within and outside the building in question. Wind loads can sometimes course actions to a building which may not have been considered and this load is the largest loading failure on the majority of buildings in England and Wales. Wind loads of course vary depending on:- Geographical location Degree of exposure Building height and size/shape Time of exposure Wind direction Positive or negative pressures created SEWARD, D. (2003) Having discussed primary loads, it is also essential that secondary loads are also considered in the design of every building. Secondary loads are caused mainly by the following factors:- Temperature change within the element or surrounding elements such as walls, floors, plaster, blockwork, brickwork, finishes etc. Shrinkage of materials/members such as plaster, timber, concrete etc. Settlement of supports such as supporting columns, foundations, load bearing walls/floors and supporting beams. SEWARD, D. (2003) These loads are actions which effect the buildings supporting structure and the actions can be separated into 3 different categories. The dead loads in a building are classified as permanent actions. The imposed loadings for floors and roofs (snow loads) are classified as variable actions. The most recent action to now be included within the British Standard and approved document A of the building regulations is disproportionate collapse which is an accidental action. The recent regulation states that:- The building shall be constructed so that in the event of an accident the building will not suffer collapse to an extent disproportionate to the cause. ODPM. (2004) Within the guidance there are 3 main classes as shown in the table below:- (Table taken from Approved Document A of the Building Regulations 2004, ODPM.) Plot 400 at Derby is classified as a 2A Building as the warehouse is single storey and the offices do not exceed 4 storeys. The way in which Plot 400 has been designed to resist disproportionate collapse is via effective horizontal ties of all suspended floors to walls, mainly the first and second floor pre- cast planks to the supporting steel beams. This was achieved with welded shear studs concreted into the pre- cast units at the external perimeter. These loads are now known as accidental actions and have been introduced because of the incident that happened at the World Trade Centre, New York, America. This incident caused an outcome which was disproportionate to the accident/attack and now all buildings have to be designed to resist such failures. Ronan point may also come under this classification. Plot 400 has been designed to resist and withstand the following loads:- Dead loads from structural elements Dead loads from services Dead loads from finishes Dead loads from the external envelope Imposed loads from people (UDL) Imposed loads from products (UDL) Imposed loads from furniture (UDL) Imposed loads from computers (UDL) Imposed loads from conveyors within the warehouse (UDL) Wind loads to the Portal frame uplift Snow loads to the supporting roof structure Wind loads deflection Wind loading resistance to overturning Hydrostatic Pressure (p) against all pad foundation bases All these loads are applicable to the supporting structure of Plot 400. The supporting structure is made up of the following elements:- Pad Foundations which support columns Columns which support rafters Rafters which support the roof structure Secondary rafters which support roof and wall cladding These details can be seen in appendix 4 items 6, 9, 10, 17, 21, 25, 26, 28. These elements are all designed to resist the previously mentioned loadings. The way in which this is achieved is by applying the following specification. The whole building is designed to transmit all dead, imposed, snow and hydrostatic loads safely to the ground. Dead Loads The dead loads are carried by all supporting beams, foundations and columns into the ground. Each section is sized on the amount of dead, imposed and wind load (maximum) that could be applied to the section at any one time. The section of each supporting element is governed by the following factors:- Second movement of area (I) Elastic modulus (Z) Maximum bending capacity Maximum shear capacity Maximum compression capacity Maximum torsion capacity As each of these factors is increased, the size of section also increases Live Loads The Live loads generally affect the bending movement and deflection values of beams and floors/roofs etc. Live loads are again designed against by increasing the section of material to resist the applied load. Live loads can also be considered with the inclusion of bracing and gusset plates or stiffening plates etc. These plates are some times included to reduce the live load affecting the size of section, in particular if the live load of a beam was particularly high (for example in a gymnasium or dance hall etc) the beams of that floor could be designed to resist the live load in the following manner:- Larger section depth so that x x is increased making the beam stiffer. Smaller spacings of beams to create a stiffer floor. Decrease the amount of allowable deflection, thus increasing the size of the beams possibly. Stiffening plates to the beam sections to reduce the amount of I (second movement of area). Wind Loads All buildings must be designed to resist both vertical and horizontal loads. If a building is designed to resist only vertical loads the possible deformation of the structure could take place. This can be seen in appendix 2 diagram 11 which shows a portal frame building which has only been designed to resist vertical loads. This structure has not been considered for possible horizontal loads and the failure of the elements is shown (The horizontal load could be a wind loading). (Drawing adapted from SEWARD, D . (2003) Buildings must also be designed for uplift. This is applied to a building when a prevailing wind acts directly onto the side elevation of a building. This can be seen in appendix 2, diagram 9. This diagram shows how the wind load acts into the building causing positive pressures inside the building and causing uplift. The way in which buildings are designed to resist uplift is as follows:- The buildings overall mass may be increased to provide a sufficient dead load (weight to resist any vertical uplift forces.) The buildings foundations can be oversized so that the buildings mass again is increased and the uplift force resisted. The buildings shape and size can also be designed so that the wind load does not increase and uplift can not be applied, or is reduced to a minimum. Such items as low buildings or buildings with sharp narrow elevations can reduce the amount of uplift. SEWARD, D (2003). The building may also encounter a sway case wind load. This wind load is generally created when the wind blows onto the side elevation of a portal frame building and can be seen in appendix 2 drawing 10. This diagram shows how the wind causes external pressures to the portal frame. Internal pressures are irrelevant in this condition. The way that portal frames are designed to resist wind loads from such directions can be seen in appendix 2, diagram 7 and diagram 4 (wind bracing). These diagrams show bracing within grid lines 19 20 and 1 2 (diagram 4) and bracing in bays A B (diagram 7). Bracing will also be provided in bays 1 2 and 19 20 vertically so that the roof bracing transmits all wind loads to the outer walls for which in turn, transmit the load safely to the ground. When the wind blows perpendicular to the frame as in appendix 2, diagram 10, the stability is maintained by the rigid joints of the portal frame connections at both foundation/column and rafter/column locations. In buildings where the frame is not a portal frame the design is some what different. When buildings such as houses and apartment blocks or office blocks are built, which do not have a portal frames, shear walls are provided to maintain lateral support and resistance against wind loadings. There are 5 main designs which can be provided to resist wind loads mainly:- Shear walls parallel as in diagram 12, appendix 2. Shear walls at the ends of a building shown in diagram 13, appendix 2. Diagonal Bracing at the ends of a building as shown in diagram 14, appendix 2. Central Core structure as the main support in a tall building as shown in diagram 15, appendix 2 and finally Arched structures which have an inherent lateral strength and require little additional support. This can be seen in diagram 16, appendix 2. All these options would provide support to resist wind loadings. 3.6 Structural Actions Having described which loads are being applied to Plot 400, this report will now identify the different structural actions which may be taking place within the structural elements. The main structural frame of Plot 400 consists of:- Supporting pad foundations Supporting columns Supporting first and second floor beams to the office area Supporting rafters to the roof Supporting secondary rafters to the cladding (Z perlins) The main structural actions that may be acting on the structural elements are as follows:- Tension stress Compression stress Shear stress Bending/Flexure (axial and bending) stress Torsion Deflection Tension Tension in objects is caused when a material/element is stretched outside its normal parameters. For example the rafter beams supporting the roof of Plot 400, as shown in appendix 2, diagram 6 and diagram 17 shows how the top section of the supporting rafter is in tension and the underside of the beam is in compression. Tension is a reaction force applied by the action force, in this case the self weight of the beam and roof cladding, acting on the support rafter. Compression Compression acts mainly in a single direction and small compression members are usually known as struts, larger sections are known as columns or traditionally as stanchions. When a column is under compression it can variably fail in two areas, mainly under compressive strength/crushing and buckling. SEWARD, D . (2003) The elements within Plot 400 that are under compression are the supporting columns which support the rafters and supporting main beams of the first and second floors. These columns can be seen in appendix 4 items 6, 10, 16, 17, 23, 25. The supporting mezzanine legs of the mezzanine floor are also in compression as shown in appendix 4, item 2. Shear Shear stress is a force which acts parallel or tangential to the face of the connection, material or element. The shear stress factor of a material is the ability or strength of the material to resist itself sliding (molecular structure). If the material has a high shear stress factor its molecular structure will be strong, preventing the molecules from parting easily. The items which are in shear stress in Plot 400 will be the column/rafter connections and the column/beam connections. These connections will experience shear across the connecting bolts and fixing plates. Bending Bending, also known as flexure is the force which acts perpendicular to the axis of the element. For example on a simply supported beam, the bending moment acts perpendicular against the x x axis. This bending moment then causes compression and tension on the beam as in diagram 17, appendix 2. This bending moment also causes shear parallel to the lateral loading. Plastic bending can also occur in a material, this is when the stresses exceed the materials yield strength and all supporting elements in Plot 400 will have been designed so that the yield is not exceeded and therefore plastic bending should not occur. The bending stresses applicable to the steel frame in Plot 400 can be seen in appendix 2, diagram 18. This diagram shows the maximum bending moments applicable to the frame of Plot 400 which has been designed as a Ridgid Portal Frame. This diagram also shows the point of contra flexure, the point at which there is no bending in the beams/rafters and columns. CHUDLEY, R, GREENO, R (2004). Torsion Torsion is the torsional moment or torque, which like a bending moment has the units of force X distance (KNM). There are two types of torsion, compatibility torsion and equilibrium torsion. Compatibility torsion is caused when a steel column or member has to twist to accommodate the deflection of another member. This happens when say 2 supporting beams have to deflect (twist) to accommodate the deflection of the centrally supported beam. Equilibrium torsion is when a load is off centre to the central axis of the supporting member, the connections of this support must be of sufficient strength otherwise the element will fail. The best way to eliminate torsion is to ensure that the supporting beam/element is placed directly under the supported load, for example placing an I beam so that the Y Y axis is central to the load. SEWARD, D . (2003) The elements within Plot 400 are not under direct torsion. The way that all supporting beams/rafters have been designed is with the I beam placed centrally under the supported loads. Deflection Deflection is the amount of movement or deflection that a structural member experiences when put under load. The amount of allowable deflection is set out in the building regulations and is set to stop alarm and panic of building users. Other reasons are to stop any damage being caused to finishes such as plaster and wall coverings etc. Deflection is also limited to stop movement and possible cracks being caused which may cause water penetrations and structure damage, for example a roof deflecting more than the allowable limit may mean that tiles become separated and allow water to penetrate into the roof space. The elements of Plot 400 will all be under deflection. The rafters supporting the roof, the beams supporting the upper floors and the columns supporting the rafters will all be subjected to deflection. The reason they do not fail, or should not fall is due to the fact that the allowable deflection will have been calculated and each section will deflect, but will not deflect outside its design limit. Shell Roofs A shell roof can be defined as a structural curved skin/material over a given plan shape. The main design of a shell roof system is:- The roof is primarily a structural skin/element which acts as a single element The basic strength of the roof is determined by the shape The amount of material used to cover a shell roof is generally less than a standard roof design. CHUDLEY, R. GREENO, R. (2004) Shell roofs can be constructed from concrete, steel and timber. The shell action of the roof gives the roof its strength and the building at Derby does not have any shell actions or a shell roof. Joints Plot 400, Ascot Drive, Derby has many joints within the structure. These joints connect columns to pad bases, columns to rafters, rafters to rafters and beams to columns. The main connections within the structure at Plot 400 are:- Welded Connections Bolted Connections (both standard and HSFG) Welded Connections Welded connections are generally created using electric are welding. The main two welds are a butt weld and a fillet weld. The connections in Plot 400 which are welded are all plates to each end of the rafters and main beams. Bolted Connections Bolted connections are provided to support a given load. There are 2 main types of bolted connections:- ordinary bolted connection This connection depends on the strength on contact between the bolt shank and the sides of the hole in the plates. This is commonly known as a dowel-pin action. HSFG High Strength Friction Grip bolted connections rely on tension between the two surfaces being bolted. This connection provides a very high strength ridged connection and is ideal for fixing elements which are subjected to a load reversal such as wind bracing. SEWARD, D. (2003) STROUD FOSTER, J, HARINGTON, R. (2000) This report will now identify the structural elements of Plot 400 which work as a:- Suspension beam Truss Arched structure The following structural elements in Plot 400 are acting as a suspension beam:- Supporting universal beams which are providing support to the pre-cast floor units at First and second floor levels. These can be seen in appendix 2, diagram 5. The following structural elements in Plot 400 are acting as a truss:- ii) The truss rafter beams which are supporting the roof element. These can be seen in appendix 2, diagram 6. The building at Derby does not contain any plate structures or shell structures. However, these items will be described on how they act. Arched Structures Arched structures are a natural shape which inherently has a good level of strength and support. The arch was utilised some 2000 years ago by the Roman Empire as large open spans could be achieved. The support reaction of an arch has a vertical as well as a horizontal component. An arch depends entirely on the ability of its supports to resist the horizontal components without excessive movement. The most common cause of arch failures is due to foundation failure. SEWARD, D. (2003). Examples of arched structures are:- the old Roman aqueducts the Gothic Arch buildings Bridges Portal frame buildings (Plot 400) The common portal frame building today consists mainly of a 3 or 2 pin structure. The building at Derby consists of a 3 pin structure, the central rafters are pinned and both columns are pinned at foundation base level. This type of arch is statically determinate and fairly simple to analyse. Examples for the bending moments applicable to Plot 400 can be seen in appendix 2, diagram 18. The portal frame/arched structure has 3 maximum load cases that must be applied mainly:- maximum vertical load maximum sway maximum uplift (overturning) Once all these cases have been designed into the portal frame, the structure will be sufficient to accommodate all wind, dead, live/imposed and overturning loads. The building at Derby does not contain any shell structure this has already been considered in the previous section. The last remaining item is a plate structure. This is a structure which acts together as a single element in a horizontal plane. The building at Derby does not contain any plat structures; the closest item within the building which may constitute a plate structure is the composite, hollow rib deck floor system. This is a system which comprises of a concrete, in-situ floor which is reinforced to give lateral strength, this composite deck is then connected to the supporting main beams and in some cases positively connected to resist any disproportionate collapse risk. Structural Stability The building at Derby has been designed as a simple portal frame structure which has to provide many functions as detailed in section 3.2 of this report. This section will now discuss how the building has been designed to resist any overturning. The building at derby, Plot 400 has 2 cases of overturning. The fist case of overturning is due to wind loads, these wind loads cause large negative and positive pressures within and outside the building envelope causing an uplift force as on a wing of an aeroplane. The second area of overturning that must be designed into the building is into the Foundation bases which

Graduation Speech: We Are Giants :: Graduation Speech, Commencement Address

Sept. 8, 2008: Colossal corridors and mammoth Seniors greeted our frightened Freshmen. Though we clung desperately to our remaining drops of confidence from the pinnacle of eighth grade, they evaporated under the sheer intensity of high school. We dared not poke our unprotected heads out to view this new realm, too terrified of who or what we might find. Some of us, it seemed, feared our strange surroundings would swallow us whole. Fortunately, curiosity overpowered even the most paralyzing insecurity, and slowly we prodded our boundaries, cautiously testing our skills and talents. We joined clubs and teams that matched our abilities, carving a circle of compassionate friends from the once-distant swarm. And backed by the support of these caring allies, we settled into the routine of adolescence. Until someone uttered those eight terrifying words: "What will you be when you grow up?" Of course, we had first been introduced to this ambiguous question while still in diapers, but always had brushed it aside with the thought, "I'll decide later." High school, we discovered, was later. So we embarked on the tedious process of inventing our dreams. We scoured the career center, hounded our counselors, pestered our parents and teachers. We pleaded with friends to answer in our stead. Certainly, we knew it was our decision, but we had to try to get out of it, right? Make someone else decide. But there is one instant in everyone's life when they explode from beneath that Xeroxed shroud of "General Public" and slip into the shimmering gown of "Individualism." Soon we understood that to find our passions we must step beyond the tight, comfortable confines or our abilities. We were forced to expose ourselves once more to the vulnerability of trial and error. But this time, as we delved into unfamiliar activities, we had the self-assurance to attempt the experiment. And so, amid the swirling waters of high school, backed by constant guidance from faculty, parents, and peers, we gradually formulated a future.

goals :: essays research papers

Goals! How to Get Everything You Want – Faster Than You Ever Thought Possible T[here] they are, the twenty-one most important principles of goal setting and goal achieving ever discovered. Your regular review and practice of these principles will enable you to live an extraordinary life. Nothing can stop you now. Good luck! Chapter 1 – Unlock Your Potential – Always remember that your true potential is unlimited. Whatever you have accomplished in life up to now has only been preparation for the amazing things you can accomplish in the future. 1.  Ã‚  Ã‚  Ã‚  Ã‚  Imagine that you have the inborn ability to achieve any goal you could ever set for yourself. What do you really want to be, have, and do? 2.  Ã‚  Ã‚  Ã‚  Ã‚  What are the activities that give you your greatest sense of meaning and purpose of life? 3.  Ã‚  Ã‚  Ã‚  Ã‚  Look at your personal and work life today and identify how you own thinking has created your world. What should you or could you change? 4.  Ã‚  Ã‚  Ã‚  Ã‚  What do you think and talk about most of the time—what you want or what you don’t want? 5.  Ã‚  Ã‚  Ã‚  Ã‚  What is the price you have to pay to achieve the goals that are most important to you? 6.  Ã‚  Ã‚  Ã‚  Ã‚  What one action should you take immediately as the result of your answers to the above questions? Chapter 2 – Take Charge of Your Life – You are completely responsible for everything you are today, for everything you think, say, and do, and for everything you become from this moment forward. Refuse to make excuses or to blame others. Instead, make progress toward your goals every day. 1.  Ã‚  Ã‚  Ã‚  Ã‚  Identify your biggest problem or source of negativity in life today. In what ways are you responsible for this situation? 2.  Ã‚  Ã‚  Ã‚  Ã‚  See yourself as the president of your own company. How would you act differently if you owned 100 percent of the shares? 3.  Ã‚  Ã‚  Ã‚  Ã‚  Resolve today to stop blaming anyone else for anything and instead accept complete responsibility in every area of your life. What actions should you be taking? 4.  Ã‚  Ã‚  Ã‚  Ã‚  Stop making excuses and start making progress. Imagine that your favorite excuses have no basis in fact, and act accordingly. 5.  Ã‚  Ã‚  Ã‚  Ã‚  See yourself as the primary creative force in your own life. You are where you are and what you are because of your own choices and decisions. What should you change? 6.  Ã‚  Ã‚  Ã‚  Ã‚  Resolve today to forgive anyone who has ever hurt you in any way. Let it go. Refuse to discuss it again. Instead, get so busy working on something that is important to you that you don’t have time to think about it again.

Sudan’s Economic Development

Development is something we do to make our way of life more comfortable. If we were not to develop we would still be living in the depths of the jungle feeding on bugs and things. But we have developed to become a more intelligent and happier race. In developing we take things we have and manipulate them into things we can use and sell to help our current situation and in turn make our way of life better. The quality of life is very important. Some factors may be measured but inputs such as personal happiness, a sense of well being or self worth etc., are more difficult to measure because they are subjective. A study of development must contain both measurable objective and subjective aspects. The quality of life can be measured by other factors like infant mortality rate, life expectancy, literacy rate, GNP, and population-growth rate. The quality of life is directly linked to the state of development that a country is currently at. To be developed a country has to have at the very least the basic necessities covered for the human population, e.g. clean water and a health system. To be highly developed a country would have to be up with the cutting edge of technology and health care, plus have a good education status etc. This report will eventually draw up a conclusion of what state of development this country (Sudan) is at. Sudan is situated in Northeastern Africa, the largest country of the African continent. It is bounded on the north by Egypt; on the east by the Red Sea and has Kenya, Uganda, DRC (formerly Zaire), Central African Republic, Chad and Libya. Sudan has a total area of 2,505,813 sq. km. Khartoum is the Capital City of Sudan. Sudan has a maximum length from north to south of more than 2250km; the extreme width of the country is about1730km. Divided into three separate regions, ranging from desert which covers about 30% of all Sudan, through a vast semiarid region of steppes and low mountains in central Sudan, to a region of vast swamps and rain forest in the south. Major features of Sudan are the great Nile River and its head streams the White Nile and the Blue Nile. Sudan has a tropical climate, Seasonal variations are most sharply defined in the desert zones, where winter temperatures as low as 4.4 degrees Celsius are common. Summer temperatures often exceed 43.3 degrees Celsius in the desert zones, and rainfall is negligible. Dust storms frequently occur. In Khartoum the average annual temperature is about 26.7 degrees Celsius; and annual rainfall which often occurs between mid-June and September, is about 254mm. The primary natural resources of Sudan are water. Supplied by the Nile River system, and fertile soil. Large areas of cultivable land are situated in the region between the Blue Nile and the White Nile. Small deposits of many minerals occur. The most important of which are chromium, copper and iron ore. Petroleum was also discovered in the late 1970†³s. The population of Sudan is composed mainly of Arabs in the north and black Africans in the south. Other ethnic groups in northern Sudan include the Beja, Jamala and Nubian peoples. About 58% of the economically active people are engaged in agricultural or pastoral activities; a quarter are employed in services and less than 10% in manufacturing and mining. Infant mortality rate indicates how many infants in every 1000 die soon after birth. Sudan has an infant morality rate of 77 in every 1000 live births. In developing countries the infant mortality rate is usually high and this lowers the overall life expectancy, along with generally poor health among adults. Sudan has a limited health system; it provides various vaccinations for the population but lacks overall medical treatment. Sudan does not have a good life expectancy (52 years); this is probably due to the relatively poor health services. Only 48% of Sudan†s population have access to clean water and there are 11620 people per doctor. (Population projection graph Appendix A) (Sudan population pyramid Appendix B) Sudan†s economic situation is not all that great. GDP/capita is only at $186 US, compared to other countries like Indonesia ($671), Togo ($559) and Costa Rica ($1774) Sudan needs to do a little work to get their GDP up. Sudan imports primary foodstuffs, petroleum products, manufactured goods, machinery and equipment, medicines and chemicals at a cost of 1.1billion dollars US annually. But they only export $535 million per annum in cotton (24%), livestock/meat (13%), gum Arabic (food additive in printing material)(11%). This has put Sudan into an $18 billion dollar debt. The education status of Sudan is not very impressive either. An Adult literacy rate of 42.7% and only 52% of children in primary school the population doesn†t get the education it requires to develop properly. About two thirds of Sudan†s population derives its living from crop farming or grazing, but only about 5% of the countries land is arable. Annual crop production in the early 1990†³s included; sorghum, wheat, peanuts, dates, yams and pulses. Cotton is the leading cash crop of Sudan; it is produced in large amounts in the Al Jazirah region. The livestock population in the early 1990†³s included about 21.6 million cattle, 22.6 million sheep, 18.7 million goats and 35 million poultry. The constitution of 1973, establishing Sudan as a one-party presidential Republic, was suspended following a military coup in 1985. Open elections were held in 1986, but political activities in the court were banned after another military coup in 1989. After the 1985 coup a 15 member Transitional Military Council took control. In April 1986 the people elected members to a parliamentary assembly; the leader of the majority party became Prime Minister. This shows that the government up until 1985 the Sudanese government was unstable and needed reform. It is quite clear that Sudan is not a developed country. This shows mainly in it†s economic factors, with the country being $18billion dollars in debt and having its exports much lower than its imports there doesn†t seem to be much hope of Sudan getting into or anywhere near the black. Also the majority of the population works in agriculture and only a limited number of people work in the industries. The health system provides only limited support for the population. Over 11 000 people per doctor and 48% of the population with access to clean water, it is no surprise that the life expectancy is only 52 years. (Basic demographic Indicators Appendix C) Everyone knows that it takes money to make money and Sudan has a lot of its money channelled into the military. They could cut down on the army expenses and divide that money into other aspects like education, health and technology. Sudan can be an ally with neighbouring countries and trade goods; they could combine their forces and become one force.