Organizational Learning Versus Free Will of Individuals

Organizational Learning versus Free Will of Individuals Question: Some people say that the expectation of conformity implied in organizational learning is a threat to the free will of individuals. Do you agree? Should managers favor organizational learning or individual learning for their employees? No. I do not agree with the allegation of some people who claim that expectation of conformity implied in organizational learning is a threat to the free will of individuals. Each and every organization has its own culture. Organizational learning is geared, in some way, to enforcement of the culture. Additionally, an organization is a mono culture entity with multiple individual cultures from different backgrounds. Digital revolution has totally changed the face of business and everyone must cope with it (Jason Silberman, 2013). Therefore, organizational learning has its own cardinal importance some of which is mentioned hereunder; a) Adapt the organization to the volatile environment. I want to reiterate that due to ever changing business environment, organizations are on their toes to ensure adaptability and flexibility to the environment. Normally, it is the stakeholders/employees who are to conform to the requirements of an organization an drop their selfish interests. The vision and mission statement dictate the way forward for the organization and considering individual interests, this might not materialize. b) Easy to implement and wide in scope. Organizational learningShow MoreRelatedIntentional Revolutions Is Organizational Change1218 Words   |  5 PagesIntentional Revolutions is organizational change that requires people to examine and alter the basic assumptions driving and supporting the present state of their organizational life. It is about change that asks people to do things in dramatically new and different ways, as opposed to making small improvements in current practices. 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Sexual Dysfunction As A Side Effect Of Chronic Disease

Introduction: For most healthy men and women, sexuality is central to their lives and contributes to their personal and relational quality of life (Verschuren et al., 2010). Relationships and sexual satisfaction enhance the quality of life. When one member of the relationship suffers from a chronic illness, it may restrict many areas of their life. Sex is a significant source of comfort, intimacy, and pleasure. The sexuality of an individual may be compromised by physical and emotional problems that accompany the chronic disease (Ferrini, 2013 p. 358). The illness the individual is facing my cause them to feel tired, depressed, and uninterested in sexual activity. Intercourse and sexual relations may provide intimacy and relaxation,†¦show more content†¦As a result, they may feel less interested in sex or may not enjoy sex like they used to (Karlen 2002). Despite the fears of those who have had a heart attack, the physical demands of intercourse are minimal and sexual activi ty may actually be beneficial. Sexual activity may reduce tension, increase self esteem, and self image (Ferrini, 2013 p. 357). When two partners are together in a sexual way, the low level physical activity may help normalize their lives. The physical demands of intercourse are no more than walking around the block or up a staircase (Carrillo et al. 2013). Physicians recommend that intercourse can resume eight to twelve weeks after a heart attack. Before the individual may return to intercourse, they should undergo a treadmill test. The risk of experiencing another heart attack during sexual activity is extremely low (Karlen 2002). After experiencing a heart condition, couples may still resume in sexual activity. They should plan their intercourse and time together when they have the most energy. Limiting the amount of alcohol the individual consumes may also affect their sexual function. Waiting two hours after they eat to have sex and making sure they are rested and relaxed will help them get ready for sexual activity. To help maintain their sex life, holding hands and touching their partners even when they do not plan on having sex (Carrillo et al. 2013). Hypertension: High blood pressure often has no signs or symptoms, but the impact

Explication of the Road not taken Essay Example For Students

Explication of the Road not taken Essay In Robert Frosts The Road Not Taken, (reprinted in Laurence Perrine and Thomas R. Arp, Sound and Senses, 8th ed. San Diego: Harcourt, 1992 23) the speaker stands in the woods, considering a fork in the road. Both ways are equally worn, and equally overlaid with un-trodden leaves. The speaker chooses one, telling himself that he will take the other another day. Yet he knows it is unlikely that he will have the opportunity to do so. And he admits that someday in the future he will recreate the scene with a slight twist: he will claim that he took the less-traveled road. The whole poem is an extended metaphor, where Frost describes a path in the woods that is directly comparable to a major decision in life. In this case, the narrator is lost in the poem, both on the trail, and in his life. The Road Not Taken consists of four stanzas of five lines each having an identical rhyme scheme of ABAAB. The first, third, and fourth lines in every stanza rhyme, along with the second and fifth lines. Thus, allowing the poem to flow at a smoother and steadier pace. There are four stressed syllables per line, forming an iambic tetrameter base. A persons life can be metaphorically related to a physical journey filled with many twists and turns. Frost presents to the reader a mans decision, at a turning point in his life, symbolized by two roads diverged in a yellow wood. In the first line, Frost introduces the elements of his primary metaphor: the diverging roads. The speaker expresses his regret that he could not travel both (line 2). The choice is not easily made since long I stood (line 3) before coming to a decision. In an attempt to make a choice, the traveler examines the path as far as he could (line 4), but his vision is limited because the path bends and is covered in the undergrowth (line 5). Thus, indicating that although he would have liked to acquire more information, he is prevented from doing so because of the nature of his environment. In lines 6-8, the speaker is still unable to decide between the two paths since the other, is just as fair (line 6). He indicates that the second path is a more attractive choice since it was grassy and wanted wear (line 8). Nevertheless, by the end of the stanza, he remains ambivalent, even after comparing the two paths, for each was really about the same (line 10). Neither path has been traveled lately. In the third stanza, the speaker makes his decision, trying to persuade himself that he will eventually come back (line 15) to satisfy his desire and curiosity to travel both paths. However, deep down, he admits to himself that such hope is unrealistic. By the final stanza, the traveler settles on a choice. He imagines himself in the future, discussing his life, and appears to contradict what he has said earlier. In the future, he will claim that the paths were different from each other and that he had courageously chose the path less traveled by (line 19). On a larger note, this poem can closely relate to the everyday life of humans, which are filled with circumstances in need of decisions. Each circumstance comes with decisions that must be made in order to make life more fulfilling and meaningful. Once the decision is made, that fork in the road has passed, life goes on, the decision is accepted, and the past cannot be changed. Frost reminds the reader of the importance of choices and how those decisions affect the future. Therefore, choices must be carefully weighed. In the end, humans reflect over decisions that have been made, and like Frost at the end of this poem, sigh, discovering those decisions have made all the difference to their lives. .ue36ed304066aa1ed8a45ad3bd1bbcd9e , .ue36ed304066aa1ed8a45ad3bd1bbcd9e .postImageUrl , .ue36ed304066aa1ed8a45ad3bd1bbcd9e .centered-text-area { min-height: 80px; position: relative; } .ue36ed304066aa1ed8a45ad3bd1bbcd9e , .ue36ed304066aa1ed8a45ad3bd1bbcd9e:hover , .ue36ed304066aa1ed8a45ad3bd1bbcd9e:visited , .ue36ed304066aa1ed8a45ad3bd1bbcd9e:active { border:0!important; } .ue36ed304066aa1ed8a45ad3bd1bbcd9e .clearfix:after { content: ""; display: table; clear: both; } .ue36ed304066aa1ed8a45ad3bd1bbcd9e { display: block; transition: background-color 250ms; webkit-transition: background-color 250ms; width: 100%; opacity: 1; transition: opacity 250ms; webkit-transition: opacity 250ms; background-color: #95A5A6; } .ue36ed304066aa1ed8a45ad3bd1bbcd9e:active , .ue36ed304066aa1ed8a45ad3bd1bbcd9e:hover { opacity: 1; transition: opacity 250ms; webkit-transition: opacity 250ms; background-color: #2C3E50; } .ue36ed304066aa1ed8a45ad3bd1bbcd9e .centered-text-area { width: 100%; position: relative ; } .ue36ed304066aa1ed8a45ad3bd1bbcd9e .ctaText { border-bottom: 0 solid #fff; color: #2980B9; font-size: 16px; font-weight: bold; margin: 0; padding: 0; text-decoration: underline; } .ue36ed304066aa1ed8a45ad3bd1bbcd9e .postTitle { color: #FFFFFF; font-size: 16px; font-weight: 600; margin: 0; padding: 0; width: 100%; } .ue36ed304066aa1ed8a45ad3bd1bbcd9e .ctaButton { background-color: #7F8C8D!important; color: #2980B9; border: none; border-radius: 3px; box-shadow: none; font-size: 14px; font-weight: bold; line-height: 26px; moz-border-radius: 3px; text-align: center; text-decoration: none; text-shadow: none; width: 80px; min-height: 80px; background: url(https://artscolumbia.org/wp-content/plugins/intelly-related-posts/assets/images/simple-arrow.png)no-repeat; position: absolute; right: 0; top: 0; } .ue36ed304066aa1ed8a45ad3bd1bbcd9e:hover .ctaButton { background-color: #34495E!important; } .ue36ed304066aa1ed8a45ad3bd1bbcd9e .centered-text { display: table; height: 80px; padding-left : 18px; top: 0; } .ue36ed304066aa1ed8a45ad3bd1bbcd9e .ue36ed304066aa1ed8a45ad3bd1bbcd9e-content { display: table-cell; margin: 0; padding: 0; padding-right: 108px; position: relative; vertical-align: middle; width: 100%; } .ue36ed304066aa1ed8a45ad3bd1bbcd9e:after { content: ""; display: block; clear: both; } READ: The Beak Of The Finch EssayBibliography: .

SCOPE Essays - Construction, Building Materials, Concrete, Pavements

SCOPE This specification covers the general requirements of, filling sand in the floor and PCC in foundation as shown on the drawings and as directed by engineer and all operations covered within the intent and purpose of this specification. DRAWINGS Engineer will issue further drawings wherever, in his opinion such drawings are required to show areas to be excavated/filled, sequence of priorities etc. Contractor shall follow strictly such drawings. GENERAL Contractor shall furnish all tools, plants, instruments, qualified supervisory personnel, labour, materials, any temporary works, consumable, any and everything necessary, whether or not such items are specifically stated herein for completion of the job in accordance with specification requirements. SAND FILLING IN PLINTH AND UNDER FLOORS: After the available suitable excavated materials are exhausted as backfilling, the contractor shall notify the Engineer-in-Charge, of the fact and levels taken jointly with Engineer-in-Charge. The earth, murrum, sand, gravel etc. or such materials suitable for filling proposed to be filled under floors and so mentioned in the item of schedule of quantities shall then be brought to site from approved locations and sources. i ) Earth Filling: The earth, soft murrum etc. so brought shall be filled up in layers of 15 cm depth, each layer being well watered and consolidated by approved hand or mechanical tampers or other suitable means to achieve the required density. ii) Gravel or Sand Filling: Gravel if required to be filled under floors, shall be single washed gravel of approved quality and of size varying from 12 mm. to 20 mm. it shall be uniformly blinded with approved type of soil and/or sand to obtain full compaction. Gravel shall be filled in specified thickness and shall be well watered and rammed entirely to the satisfaction of the Engineer-in-Charge. If sand is required to be filled under floors, it shall be clean, medium grained and free from impurities. The filled in sand shall be kept flooded with water for 24 hrs. to ensure maximum consolidation. Any temporary work required to maintain sand under flooded condition shall be done by the contractor at his own cost. The surface shall then be well dressed and got approved from Engineer-in-Charge before any other work is taken over the fill. PAYMENT Measurement for payment of 'Sand Filling' shall be made on the basis of actual area filling in Square meter. Payment shall be made for the number of Square meter measured as per unit rate quoted in the Bill of Quantities. The unit rate shall include full cost of labor, tools/equipment, materials and all other costs necessary for the performance and completion of the Works in the workmanlike manner. PCC IN FOUNDATION PCC (1:1: 3) for Foundation Specification for Materials: Cement : Cement shall confirm to IS 269-1976. Ordinary Portland cement shall be used when no type is specified. The weight of OPC shall be taken as 1440kg per cu. m. and rapid hardening cement as 1210kg per cu. m. Each bag of cement should be undisturbed and scaled 50kg. Tests : Tests for cement are carried out as indicated IS 269-1958. Ordinary cement stored for more than 2 months from the date of receipt from the factory shall be subjected to test and used only found satisfactorily. Storage : Cement must be fresh and stored on planks raised 15 to 20cm away from the walls. Not more than 15 bags shall be stacked vertically in one pile and maximum width of the pile should not be more than 3m. Sand: Sand shall confirm to IS 383-1965. It shall be river sand or pit sand. It shall be free from mica. Clay, silt content must not be greater than 5%. If so, sand shall be washed before use. Sand shall be well graded. Coarse Aggregate: It shall confirm to IS 383-1965. Water: Portable water shall be used for mixing concrete and curing the work. Combination of materials : Proportion: The proportion of cement, sand and aggregate shall be 1 part cement, 3/2 part sand and 3 part coarse aggregate. Batching/measurement: The measurement of cement sand and aggregate shall be by weight. If less than 1 cubic meter by volume', shall be permitted. Mixing: Cement, sand and aggregate shall be mixed in mechanical mixture