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Addition of Torques Objective:   Ã‚  Ã‚  Ã‚  Ã‚  To ascertain equilibrium of the meter stick. Doing so by finding missing variables consisting of torque, length, weight and mass. Record all results and compare to calculated results. Procedure:   Ã‚  Ã‚  Ã‚  Ã‚  (Lab part A) †¢Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  A fiberglass meter stick is to be used. Suspend this meter stick using string. †¢Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Hang 100 gram weight from the meter stick with a string a the 10 cm point on the meter stick. †¢Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Move the loop that suspends the meter stick left or right horizontally until the meter stick balances. (with the 100 g weight still attached at the 10 cm point) Procedure:   Ã‚  Ã‚  Ã‚  Ã‚  (Lab part B) †¢Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Place a string at 65 cm to support the meter stick. †¢Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Find the torque produced by the off centered string support by hanging weights on the shorter end of the meter stick to make it balance. †¢Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Take found torque and calculate mass to be placed at the 15 cm mark in order to balance the meter stick. †¢Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Hang weights to meter stick at the 15 cm location until the meter stick acquires equilibrium to prove your calculations. Procedure:   Ã‚  Ã‚  Ã‚  Ã‚  (Lab part C) †¢Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Suspend a meter stick with string placed at the 65 cm point. †¢Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Hang 100 grams of weight at the 45 cm mark, and 500 grams at the 90 cm mark on the meter stick. †¢Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Hang 200 grams of weight between 0 – 45 cm mark and move this weight until equilibrium is achieved. Record this measurement. Data Part A:   Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚  Ã‚   Mass of weight (m-2) = 100 grams Position string balanced = 36.4 cm Distance from center of meter stick to balance point. (L-1) = 13.6 cm Distance from balance point to suspended weight. (L-2) = 26.4 cm Mass of meter stick. (at center gravity) m1 = m2 (L1/ L2) Therefore: m1 = 100 (26.4/13.6) m1 = 100(1.94111) m1 = 194.1176 grams (mass of the meter stick) Data Part B:   Ã‚  Ã‚  Ã‚  Ã‚     Ã‚  Ã‚  Ã‚  Ã‚   Found natural torque (off set support string) = t = fl 85 grams placed at 100 cm balanced the off set support string at 65 cm. Therefore: t = 85 * (100 – 65) t = 2975 Total torque of right side of support string: t = 90cm – 65cm (500 g) t = 12,500 Then we calculated the left side torque: t = 65cm – 40cm (100g) t = 2500   Ã‚  Ã‚  Ã‚  Ã‚   Then we took the right torque and subtracted the left torque: 9525 – 2500 = 7025 (this is the missing force on the left side) Missing torque 7025 = 50cm ( ? ) 7025/50 = 140.5grams Calculate weight to be placed at 15cm. = 140.5 grams Data Part C:

Locke and Hobbes Essay

How does the founders’ view of power affect the framers’ reactions to John Locke? According to Locke, how does man enter the political society and what is the purpose of that society? What obligations does the government have in the civil society? What obligation does the individual have? How do Hobbes and Locke differ? Do you think Americans would agree with Locke? You may read the first paragraphs of the Declaration of Independence to assist you. What evidence do you have to support your view? The founders believed that the power of government should be limited, so it doesn’t trample on peoples’ natural rights. The framers thus wrote in guarantees that the government could not usurp individual freedoms. Locke believed that citizens gave their consent to the government so that society would operate freely and safely. Government should ensure equal opportunity and protection of political and property rights. The individual is obligated to participate in the political process, but abide by the government’s rules. Hobbes is more pessimistic about how violent the state of nature would be and is therefore willing to give the government more power than Locke is. Yes, Americans seem happy that the government has power, but individuals retain rights as well. Unlike many countries, the United States has never had a revolt against its government in the last 200 years (The Civil War was something very different.)

Building Codes for the Fire Services

In the recent Charleston, South Carolina furniture warehouse fire, nine firefighters perished apparently by compromised and structural collapse of the building’s roof. Every year, fire related accidents caused by building collapse; flashover and deadly smoke have been the leading causes of injuries or deaths of firefighters all over the United States (Dunn, 2007). Most tragic was the World Trade Center Twin Towers’ collapse where 343 members of the Fire Department City of New York (FDNY) perished died fifty-six minutes after the attacks (Fema’s US Fire Administration, 2002).The building officials, fire department, architects and engineers did not anticipate that such an attack could happen in American soil. In the light of these developments, the public called for a review of all existing building and fire codes in the country. Dunn (2007) enumerated three most deadly situations in firefighting history where the ten-year study of the National Fire Protection Asso ciation indicated them as the main causes of injuries and fatalities of firefighters. They are collapse, flame spread and smoke.â€Å"The most common types of collapse that have injured and killed many in the line of duty were floor collapse, roof collapse, wall collapse and ceiling collapse† (Dunn 2007). It is imperative that firefighters have the basic knowledge on the behavior of buildings while being engulfed in flames. What they know could save their lives when they take the risk of controlling the situation. It is also important to look back at previous strategies on how buildings were deemed â€Å"fire proofed† and considered safe at all times.To avoid a repeat of the tragic incidents, regulatory bodies, engineers, the academe and other professionals pit their wits and talents to ensure building safety standards are met. It is undeniable that some of the codes have become obsolete with the introduction of new building construction technologies. The Need to Overh aul Existing Codes Traditionally, the safety of buildings has been regulated by codes all over the country.Since the 1800’s the safety of buildings had been mandated by these codes and they include the use of â€Å"fire resistive materials, compartmentation features, and later, installation of automatic sprinkler systems and automatic fire alarm systems. † (Solomon and Hagglund, 2001, p. 619). All of these prescriptions were intended to ensure building safety even in the event of a fire. These also purported to make tall buildings safer. These had worked well under hazardous circumstances but were tested when the 9/11 attacks occurred.Codes across the United States are also moving towards performance measures in addition to the time-tested prescriptions of the codes (Solomon and Hagglund, 2001, p. 619). In New York City, for example, Mayor Bloomberg called for a review of the existing codes that had been in force since 1968 to conform to contemporary needs. New York ha s four construction codes namely the Building Code, Fuel Gas, Mechanical and Plumbing Codes (New New York City Construction Codes, n. d. , p. 1). The City government was caught flatfooted with an outdated construction code when the 9/11 attacks struck.The amendments to the code include the adoption of the International Building Code (IBC) format, placing safety as a priority and preserving some elements of the existing codes while enhancing the â€Å"requirements for fire protection, construction safety, and structural integrity requirements for new buildings. † (New New York City Construction Codes, n. d. , p. 1) Moore (n. d. ) defined building codes as â€Å"extratechnological laws that govern the design and construction of structures. † (p. 262). The codes follow the dictates social and ethical mores where the protection of life and property is a priority.It also traces its roots in the Hammurabi code where a builder was held responsible for a collapsed house that k illed its occupants and applying the lex talionis principle of justice (p. 262). Codes also had grown out of the necessity to adhere to insurance regulations. Protection goals include all the contents of a building or warehouse that were insured. Failure to mitigate the risk like loss to fire would mean economic repercussions for the community or state (Solomon and Hagglund, 2001, p. 625).Code prescriptions until the 1940’s prescribed a fire resistive building as steel framed or buildings that had â€Å"skeletal framework of steel columns and beams which supported the actual weight of the structure and its contents. † (Portolan, n. d. ) The structural elements were fireproofed or encased in concrete or tile (Portolan, n. d. ) In the 1920’s, the codes also regulated the heights of buildings where height limitations had a direct relationship to the construction methods employed (Solomon and Hagglund, 2001, p. 626).Each state though had its interpretation and regul ations concerning construction practices. The National Fire Protection Association (NFPA) proposed a performance based approach to tall building designs with the hope the building designs and construction methodologies respond to the need for safer buildings. The NFPA outlined six goals to performance based building design. They include: Life Safety of Building Occupants; Property/Contents Protection; Mission Continuity; Environmental Consequence of Fire; Heritage/Cultural Preservation; and Fire Suppression Personnel Safety (Solomon and Hagglund, 2001, p.632). However, not all directives and codes today follow the suggestions of NFPA. The National Fire Protection Association (NFPA) developed their standards specifically aimed at protecting both firefighters and civilians from fire-related injuries. Some of the standards relevant to the construction industry include NFPA 5000 (Building Construction and Safety Code); â€Å"NFPA 13 (Standard for the Installation of Sprinkler Systems); NFPA 501 (Standard on Manufactured Housing) (NIOSH, 2005, p. 3).According to NIOSH (2005)†, while there are existing standard tests like ANSI (American National Standards Institute) or ASTM (American Society for Testing and Materials) that govern the safety measures in building materials and construction methodologies, these do not take into consideration real situations involving actual conflagrations and how fires would impact on the structural integrity of the structures (p. 4). NIOSH (2005) also pointed out that existing building codes enforced in various states were not designed specifically to protect firefighters.The design focus was on evacuation procedures and how occupants in the building could escape to safety once an unfortunate event occurred (p. 4). With the new reality that unfolded post-9/11, existing building codes must be reviewed for and in consideration of the risks involved when disasters strike. Basic Knowledge on Structural Behaviors of Buildings Accord ing to Portolan (n. d. (b)), there are five elements of a building that the firefighters need to consider when evaluating how buildings will behave in case of fire and which strategies to use to contain the problem.They include: the type of construction, size of the building, age of the construction, renovation and occupancy. These are essential information that firefighters can use to plan their course of actions. In addition, knowledge on the behavior of the different structural elements of the building is also imperative. Structural loading creates different stresses on the structures and they may occur separately or in combination. The stresses include compression, tensile and shear stresses (Portolan, n. d (b). ). Compression acts when materials are pressed against each other.Tensile stresses happen when the structural elements are pulled in two different directions. Shear stresses cause materials to fracture and slide across the defect in the opposite direction (Portolan, n. d (b). ). Structural elements of the building are subjected to different loads. Columns are commonly subjected to axial loads. Eccentric loads are directed along a parallel axis to the longitudinal section of the structural member and are off-centered. Torsion loads can cause twisting in the structural elements (Portolan, n. d (b).) Aside from the stresses, the firefighters also need to consider which part of the structures are vulnerable or the structural integrity had been compromised because of the fire. When steel beams are subjected to unusually high temperature, the structural member may expand and elongate. If both ends are tightly secured, torsion stresses may cause twisting in beams (Portolan, n. d. (b)). Columns carry the greatest axial loads. The more slender the column, the more it is susceptible to buckling. When axial loads shift to eccentric or torsion loads, it could also be a cause of failure (Portolan, n. d. (b)).About 60% of the buildings in the United States use t he truss system for roofs (NIOSH, 2005, p. 1). Most of the truss systems were made of wood materials. Recent innovation introduced lighter construction materials for truss systems including steel and lighter weight materials intended to accommodate wider spans. Under normal conditions, these engineered materials may perform well. However, when fire occurs, they may be weakened and compromised causing the collapse of roof and floor systems (p. 1). Types of Building Collapses Due to Fire Collapse patterns are different for each element of the building.Walls often collapse in a 90-degree angle. These walls are often constructed using reinforced masonry. Curtain wall collapse occurs when the outer veneer becomes disconnected and they fall straight down to the base of the wall. This type of collapse is also exhibited by unreinforced walls. Inward or outward collapse may also occur if the wall is breached or at areas where it is considerably weaker like door or window openings (Portolan, n. d. (b)). Truss systems of roof and floor often cave-in as their structural integrities were affected by conflagration. Steel trusses are also susceptible to expansion and torsion stresses.Often, firefighters used visual indicators to predict an impending collapse. But these were not enough to prevent accidents from happening. NIOSH (2005) listed three conditions where truss collapse occurs. First, when a firefighter works on the roof top of the burning building, chances of a cave-in is extremely high because the hidden structural members of the truss system had already been subjected to extreme temperatures thereby weakening them. Second, firefighters working inside the burning structure are also subjected to the risk of the entire roof falling onto them.Finally, failed truss systems can precipitate other parts of the structure to collapse like walls (p. 4). Another type of collapse usually found in tall structures is referred to as progressive collapse. Nair (2004) defined progr essive collapse as â€Å"collapse of all or a large part of a structure precipitated by failure or damage of a relatively small part of it. † (p. 1) This theory was used in part to explain why the twin towers of the World Trade Center in New York collapsed. Conclusion Knowing how structural members behave during fire would mitigate the risk factors and prevent injuries and deaths.Part of the training of firefighters is knowing how to evaluate the condition of the burning edifice before going in and making a plan of action. The different studies on the behavior of buildings on fire proved to be valuable to firefighters. The recent events had also made regulating bodies review their out-dated Codes. Existing building codes do not include the protection of firefighters in the event of fire. The NFPA and the IBC remedied that deficiency. However, code changes were also met with opposition. Building codes were primarily implemented with economic considerations in mind.It would pro ve to be more costly for the building owner if NFPA or IBC was followed. According to Gips (2005), of the various proposals for change in the Codes, only one was acceptable and included in the IBC. It concerned the fire-resistance ratings of buildings of 420 feet or higher. The new code required a â€Å"minimum three-hour structural fire-resistance rating, whether sprinklers are present or not. † (p. 42+). Other provisions that would make it safer for both firefighters and occupants need more work. References Dunn, V. (2007). Dunn's Dispatch: 9 firefighters die fighting fire in South Carolina furniture storeroom fire.Retrieved 26 June 2007 from: http://cms. firehouse. com/content/article/article. jsp? sectionId=14&id=55205 FEMA’s US Fire Administration (2002). USA releases preliminary firefighter fatality statistics for 2001. Retrieved 26 June 2007 from: http://mcftoa. org/Deathstats1. htm Gips, M. A. (2005, March). The Challenge of Making Safer Structures: Three and a Half Years after 9-11, Building Codes Are Just Starting to Reflect Lessons Learned from the World Trade Center Collapse. Security Management, 49, 42+. Retrieved June 27, 2007, from Questia database: http://www. questia. com/PM. qst? a=o&d=5008988697 Moore, S. A. (n. d.) Building Codes in Encyclopedia of Science, Technology and Ethics, 262-266 Retrieved 26 June 2007 from: http://soa. utexas. edu/faculty/moore/selectpub/enc_buildingcodes. pdf Nair, R. S. (2004) Progressive collapse basics. Retrieved 27 June 2007 from: http://www. aisc. org/Content/ContentGroups/Documents/Selected_Nair/nairhotlink2. pdf New New York City Construction Codes (n. d. ) Retrieved 26 June 2007 from: http://nyc. gov/html/dob/downloads/pdf/cons_code_faqs. pdf NIOSH (2005) Preventing injuries or deaths of firefighters due to truss system failures. Retrieved 27 June 2007 from: http://www. cdc. gov/niosh/docs/2005-132/pdfs/2005-132.pdf Portolan, C. (n. d. ) Building Construction –Special situations Retrie ved 27 June 2007 from: http://www. lbfdtraining. com/Pages/buildingconstruction/specialsituations. html Portolan, C. (n. d. (b)) Glossary of building construction terminology Retrieved 27 June 2007 from: http://www. lbfdtraining. com/Pages/buildingconstruction/bconstructintro. html Solomon, R. E. and Hagglund, B. (2001) Performance code requirements in the tall building environment in Tall buildings and urban habitat: Cities in the third millennium. Council On Tall Buildings And Urban Habitat – orgname. New York: Spon Press, 619-634.

President of the Academy of Finland

Alvar Aalto is considered a modern architect, yet his work exhibits a carefully crafted balance of intricate and complex forms, spaces, and elements, and reveals traditionalism rooted in the cultural heritage and physical environment of Finland. He was born Hugo Alvar Henrik Aalto in the Ostro-Bothnian village of Kourtane, Finland in 1898. He graduated with honors from Helsinki Polytechnic in 1921 after which he opened his own practice. He held the position of Professor of Architecture at MIT 1946 to 1948, and was President of the Academy of Finland 1963-68.Aalto was a religious man and a practicing Christian. Although his early work borrowed from the neoclassic movement, he eventually adapted the symbolism and functionalism of the Modern Movement to generate his plans and forms. It allowed him to create a series of functional and yet non-reductionist buildings. Even though he borrowed from the International style, his use of color, texture, and structure was creative and new in its own right. He refined the modern European architecture and molded it to develop and define a new Finnish architecture.His designs were always contextual as they were responsive to site, material and form unlike most of the other modernist architects who designed in isolation. Aalto produced a lot of work in countries like Germany, America and Sweden. A lot of his projects under construction at the same time have overlapping ideas and details. Moreover, Aalto was of the few architects who designed to the last detail and was aware and receptive to the needs of the people and the environment. Aalto was a master of form and planning.His buildings have provided renewed inspiration in the face of widespread disillusionment with high modernism on one hand, and post-modernism on the other. Aalto's mature work embodies a unique functionalist/expressionist and humane style, successfully applied to libraries, civic centers, churches, housing, etc. In their scale, mastery of light and distincti ve palettes, Aalto’s buildings were characterized with a robust humanism. During the mid-1930s Alvar Aalto's work began to embody a more tactile, romantic, and picturesque posture, becoming less machinelike in imagery.The presence of these characteristics in his work, coupled with a seemingly rekindled interest in Finnish vernacular building traditions and a concern for the alienated individual within modern mass society, signals a movement away from the functionalist tenets that formed his architecture in the early 1930s. In renouncing industrialized production as a compositional and formal ordering sensibility, Alvar Aalto moved toward a more personal style which solidified over the next decade, a direction achieving maturity in his work executed after World War II.Aalto’s Saynatsalo Town Hall, built between 1942- 1952, in Saynatsalo, Finland, was one of the civic projects he undertook. The building had a pioneering effort in using brick. Never before had red bricks been used in civic buildings in Finland as they common concept on them not being too formal existed. However, bricks were warm with reference to color and not as formidable looking as stone, so they fit right into context in the cold harsh climate of Finland. Aalto had strong political opinions and wanted to make the town governments strong enough to be able to stand up to central governments.He had individual freedom in mind while designing the Saynatsalo Town Hall. He changed the program brief to increase the footprint and the mass of the building. He introduced a courtyard in the centre with single loaded corridors to ensure well-lit offices and corridors. He utilized the principal idea of the Greek agora when designing the town hall. The building followed the contours of site and the courtyard level defined the spatial datum. The use of exposed timber trusses was there as well as a double height council chamber to give it that hierarchy.Similarly, the Baker House Dormitory, at t he MIT campus in USA was designed and built between 1946- 1949. In this building, Aalto comes up with a slightly different approach which he later carries on in his other projects such as the Church of the 3 crosses in Vuokesenniska. He uses the concept of duality and carries it out in detail throughout the project in the sinuous serpentine wall. It’s a large brick building with repetitive elements. The duality exists in the background vs. foreground relationship of the building, in the repetitive vs.the unique, the curvy vs. the rectilinear, the planar vs. the volumetric, the large vs. the small and the brick vs. the marble. The unique staircase projects out of the buildings and becomes the diagonal element. It gives a certain degree of dynamism to the project. Like the Baker House Dormitory, Aalto juxtaposes the rectilinear against the curvilinear in a lot of his other projects. He breaks away from the idea of symmetry and uses asymmetry to his advantage and for functional reasons.Aalto’s later work had a lot to do with acoustics as he attempted at making acoustically sound buildings such as the Finlandia hall or the Church of the 3 crosses. Before totally moving towards architecture ad designing buildings, Aalto designed products and furniture. So in 1935, with the assistance of Maire Gullichsen and with Nils Gustav Hahl as director, the firm of Artek was formed, which produced and marketed Alvar Aalto's furniture, fabric, and glassware designs. Amongst some of his most famous product designs is the Savoy vase which was an organic form.Aalto’s vases had a fluid sinuous shape in varying colors that let the users decide the use. They are being manufactured to this day. Aalto’s furniture was mainly bent wood light furniture which followed the principles of clean functional design. He made the Paimio Chair for the sanitorium in 1931-32. It was inspired by the tubular steel Marcel Breuer chairs in his own home and was devised to ease the breathing of tuberculosis patients in a combination of molded wood and plywood which, Aalto believed, would be warmer and more comfortable than metal.Alvar Aalto died in 1976 in Helsinki. Over the course of his 50-year career, Aalto, unlike a number of his contemporaries, did not rely on modernism's fondness for industrialized processes as a compositional technique, but forged an architecture influenced by a broad spectrum of concerns. Alvar Aalto's architecture manifests an understanding of the psychological needs of modern society, the particular qualities of the Finnish environment, and the historical, technical, and cultural traditions of Scandinavian architecture.Bibliography : †¢ Gardner’s Art through the Ages †¢ Alvar Aalto (Archipocket) by Alvar Aalto and Aurora Cuito †¢ Alvar Aalto by Richard Weston †¢ www. wikipedia. org/wiki/Alvar_Aalto †¢ www. scandinaviandesign. com/Alvar_Aalto †¢ www. designmuseum. org †¢ http://virtual. fi nland. fi/netcomm/news/showarticle. asp? intNWSAID=26966 †¢ http://architect. architecture. sk/alvar-aalto-architect/alvar-aalto-architect. php †¢ Finnish Architecture and the Modernist Tradition by Malco Quantrill †¢ www. artek. fi

Immigration in the US Essay Example | Topics and Well Written Essays - 1250 words

Immigration in the US - Essay Example Women choose to be immigrants, being taking the role autonomous workers who support their families in their native countries. Immigrant women work as housekeepers, baby sitters and nurses. Manufacturing sector also employs migrant women. Lack of an effective legal immigration framework, lack of policies, poor international protection mechanism and various other factors make women immigrants struggle in the processes. Global restructuring is not the only factor that influenced female immigrants and the related affairs. Women’s autonomy, their decision making power, gender roles, influence of family members and society are few factors that influence women immigration. Patriarchal control over household labor and various other traditions have undergone changes that influence women immigration. Cultural and material experiences of immigrants have enabled a transition from patriarchal to egalitarian relations in domestic and other activities. Women have been elevated their roles as they become the co-partners in heading the household. A change in division of labor that assigned some domestic responsibilities to men have brought a solace to some immigrants like Dominican immigrants. Immigrant experience has improved the gender relations for Dominican immigrants, females being the ultimate beneficiaries. However certain other groups like Cuban immigrants however put their females to labor market just to upgrade their socioeconomic status. The struggle over domestic authority has triggered disunion and divorce. Single women, loosing their husbands’ financial contributions, fail to retain the middle class standard of living and get degraded in their life. Marital disruption and female-headedness introduce innumerable disadvantages that add to the grievances of immigrant women. Women become deprived of the advantages brought by migration and employment. Dominican women are found to be reluctant to Dominican Republic as they hate the sexual division of labor and gender and class ideologies in the society. The conflict over return disturbs the glow of migration as a collective and unifying household project. Dominican immigrant men are found to be perplexed as they attempt to be first among the immigrant household and at the same time trying to keep the gender roles of the Dominican Republic. They struggle while promoting the patriarchy practiced in the home country and attempting to keep up the standards of their new land. Men choose to return to Dominican Republic while women preferring to continue in the United States. Women enjoy the freedom, financial independence and the new status being in the United States. Women being the earning member also attempt to dominate in the decision-making processes of domestic affairs and other matters. Women refuse to give up the new found power. The friction triggers divorce, and women dare to remain in the new land trusting the job they possess. Immigrant women are forced to accept low-paying job s also for they have to survive on their income alone. This leads to further degrading of their jobs. Though women gain a lot through their migrant status, in the due course they stumble as they fail to balance their family lives. Immigrants would be benefited by a formal access to the citizenship. They should be given equal chances of participation in various sectors of the society. They must be permitted to participate in politics,

Discussion Board 4-1 Assignment Example | Topics and Well Written Essays - 250 words - 6

Discussion Board 4-1 - Assignment Example Suppression and denial of emotions leads to withdrawal and even development of antisocial behaviors that may spill to affect the nature of relationship with a family. The approach can be effective in treating a family with a depressed and withdrawn adolescent daughter who is experiencing first menstrual circle but fears to tell parents who discourage discussions about sex and sexual developments. In this case, the depression and withdrawal of the adolescent daughter may be the only causes of the presenting family problem. Parents may feel uncomfortable with emotional shifts in their daughter and opt to invite a therapist. Applying Experiential Therapy will enable a therapist directly and spontaneously interrogate the daughter about her concerns and reasons for emotional shift. Structural Therapy will not be effective because it can be possible that parents only prohibit discussions about sex with their children but encourage other topics. Interpersonal boundaries can be comforting to every member, and it may be difficult noting any inefficient boundary within the existing family

Internet Tools as Dirt Bikes Essay Example | Topics and Well Written Essays - 1500 words

Internet Tools as Dirt Bikes - Essay Example This information is very instrumental in strategizing the business operations and products. Internet tools are one powerful way of achieving a good level of communication in an organization. How Dirt Bikes could benefit from intranets for sales and marketing, human resources, and manufacturing and production Callaghan (2002) defines intranets as private networks created by organisations using the web technology and the internet networking standards. They create networked applications that are able to run on several types of computers in the organisation including wireless devices that can have remote access and handheld computers. In this way, intranets can be said to provide access to data across an organisation. An intranet can be utilised by the employees of an organisation like Dirt Bikes for human resources, sales and marketing, and production and marketing. Sales and marketing Intranets can help to improve the level of communication between an organisation and its authorised distributors or clients or customers. This can be achieved by linking the computers of customers who have a web browser to the company’s network. This encourages authorised customers of a company to make orders or inquiries about the products of the company. This is because intranets enable the employees of a company to access information from any part of the organisation and hence respond immediately and accurately to the inquiries or needs of their customers (Laudon and Laudon. 2009). This is unlike following long procedures of written requests or face-to-face inquiries. With improved links and access to the company website, these buyers will be able to get timely information regarding the company’s new products, their features and costs. It also eases the process in which the company communicates about its new products to the authorised buyers or distributors. Improved sales can be attained if a company is able to provide customised services to its customers. By utilising the improved communication afforded by the intranet, the employees of Dirt Bikes will be able to respond immediately to product preferences of its various customers. For example, a customer may want an exchange of the brand of motor cycle delivered to them or those found in the distributor stalls. This makes business with the company a memorable one. Superior customer experience encourages repeated business with the company (Laudon and Laudon. 2009). Human resources Intranet increases the level of human resource management and utilisation in a company. Increased human resource management can be achieved by posting benefits information and employee manual on the intranet. This reduces the time spend by the human resource managers of the Dirt Bikes in answering employee questions. It also increases response to employee concerns. Callaghan (2002) explains that intranet facilitates teleconferencing and enables the workers of a company to work together. For example, the human resource manager is able to discuss employee or corporate issues with company employees through the intranet. Employees are also able to communicate with one another with an aim of seeking help or clarifications from each other concerning production. Due to uniformity in information received by all employees, a company is able to cultivate and foster a corporate culture among all its employees. The intranet will also increase the level to which Dirt Bikes utilises its human