Marriage and Divorce Essay Example | Topics and Well Written Essays - 3000 words

Marriage and Divorce - Essay Example In order to rescue the relationship and reconnect with one’s partner, then it is imperative to get real about it and be totally honest with oneself. To reconnect with a partner, one has to reconnect first with him or herself. The journey starts with you rather than with one’s partner and one has to take the power back, becoming a person who inspires respect, commands quality, and settles only for abiding and active love. To proceed without acknowledging that the fix is dependent on you is a guarantee for failure. Troubled relationships arise when individuals allow themselves to accommodate disappointment, pain and self-destructive attitudes. The individual thus has to reclaim their strength, uplift the people around them and inspire them, through strength of calm and quiet power backed by self-worth and dignity. Troubled relationships do not have victims; the individual set the relationship up in that way. Without adopting a lifestyle that is built to maintain it, it is not possible to carry out a long-term fractured relationship. Dysfunctional relationships with a partner come from a dysfunctional relationship with oneself. While it is impossible to control a partner, it is possible to inspire them and give them a fresh set of stimuli to respond. To emphasize this, an individual, has to make an effort to fix them first before fixing the relationship. There are seven steps to a relationship rescue. Firstly, it concerns definition and diagnosis of where one’s relationship stands at present since it is impossible to change what is not acknowledged. Secondly, the individuals need to forget the myths and rid themselves of wrong thinking. Third, discover negative behaviors and attitudes, as well as the specific ways, which irreparably harms relationships with oneself. Fourth, one needs to internalize personal relationship values that form the new foundation of relationship life. Fifth, learn the formula that aids successful relationships, which is only possible after the first four steps. Sixth, the individual begins the process of reconnection, and finally, they learn how to manage relationships on reconnecting with the partner. Defining the Problem To do this, an individual, needs to decipher what they have done wrong and right, in that relationship, to drive it to the current position (McGraw, 2000). Correct acknowledgement of the plan is vital if one is to make the correct plans to alleviate it. It is important that an individual admit to emotional divorce, as well as relationships that are killing them, their self-value, and worth. The questions that need to be asked include; is one of the partners dumping his or her life frustrations that have nothing to do with the relationship on the other partner? Have you been parents for a considerable amount of time that you forget what being lovers and friends allude to? Have you forgotten how to pay each other attention? Do you have sex any longer? Has anything happened to yo ur levels of intimacy? Are you distant and cold to your partner as a result of old disagreements? Are you a family with two income streams that have not time for the other? Is there tension arising from a previous extra-marital affair by one of the partners? The book contains a detailed self-questionnaire that allows one to create a personal and relationship profile. The book then details five questions that are meant to crystallize the profile of the relationship. First, considering that one definition of love is considering the wellbeing and security of your partner as significant as yours, would you claim that you love your partner? Using this same definition, does your partner love you and why? Knowing the details

The earthquake resistant concrete frame building with special focus on Dissertation

The earthquake resistant concrete frame building with special focus on beams and columns - Dissertation Example In this case the effective flange width should not exceed 1/4th the span of the beam The width of the web portion of the beam plus 16 times thickness of the slab The centre to centre distance between beams T beams should have a flange thickness with minimum one half the width of the web and flange width not more than four times the width of the web Coefficient K, k, j, p, for Rectangular Sections Beams with tensile and Compressive Reinforcing This kind of beams is generally used when the size of the beam is limited. The notations for detailing in both Iranian code and Euro code are same. The only difference is for the effective flange width which for Euro code is â€Å"beff† and for Iranian code b Beam Design According to Eurocode Design load 1.25*35 + 1.5*20 = 73.75 kN/m Bending Moment wl^2/8 = 73.75*6^2/8 = 331.9 kNm Shear Force wl/2 = 73.75*6/2 = 221.25 kN K 0.145 According to the research findings it can therefore be said that special condition should be followed when the beam elements are being designed such as the difference between rectangular beam and flanged beam should be known. Flanged beams are generally the rectangular beams which work with slabs and the part of slab element acts with the top part of the beam. If it is below the flange, then the section needs to be designed by taking into consideration the specific area of concrete section for compression part. The most crucial part in design is the design for flexure and shear. The flexure design has to be repeated twice, one for support condition and another for span condition. Shear force which acts to the beam can have a substantial deformation. This deformation occurs particularly to the both ends of the beam. The ultimate shear capacity Vn of a section of a beam equals the sum of the nominal shear strength of the concrete Vc and the nominal shear strength provided by the reinfo rcement Vs; that is, ÃŽ ¦Vn = Vc = Vs. The factored shear force Vu on a section should not exceed where ÃŽ ¦ = capacity reduction factor (0.85 for shear and torsion). Except for brackets and other short cantilevers, the section for maximum shear may be taken at a distance equal to d from the face of the support. The shear Vc carried by the concrete alone should not exceed 2√fc_ bwd is the width of the beam web and d, the depth of the centroid of reinforcement.