Essay about My Math Teacher, Mrs. Ladd - 1882 Words

My Math Teacher, Mrs. Ladd When thinking back and remembering all of the teachers that I have had in the past, there is one in particular that comes to mind. Her name was Mrs. Ladd. She taught math at the junior high school. Mrs. Ladd was not the most popular, funniest, hardest, easiest, nicest, nor the meanest teacher. I remember her for some other reasons. When I think of Mrs. Ladd, I think about how hard she made me work. But I also think about how she made me challenge myself. Most of all, I remember how she influenced me. To begin with, Mrs. Ladd gave us homework every night. Even if there was a holiday or a weekend, homework was assigned and due the following school day. She would collect it and grade it. If a student had†¦show more content†¦Ladd. She taught math at the junior high school. Mrs. Ladd was not the most popular, funniest, hardest, easiest, nicest, nor the meanest teacher. I remember her for some other reasons. When I think of Mrs. Ladd, I think about how hard she made me work. But I also think about how she made me challenge myself. Most of all, I remember how she influenced me. To begin with, Mrs. Ladd gave us homework every night. Even if there was a holiday or a weekend, homework was assigned and due the following school day. She would collect it and grade it. If a student had forgotten it at home or in their locker, that meant a homework grade of zero. She was tough. She always told us, If you do your homework, then you can ask questions. When you ask questions and participate in class, you will learn more. Normal Normal Default Paragraph Font Default Paragraph Font Line Number Line Number LeGrand 2C:WINDOWSTEMPAutoRecovery save of Document1.asd LeGrand 2C:WINDOWSTEMPAutoRecovery save of Document1.asd When thinking back and remembering all of the teachers that I have had in the past, there is one in particular that comes to mind. Her name was Mrs. Ladd. She taught math at the junior high school. Mrs. Ladd was not the most popular, funniest, hardest, easiest, nicest, nor the meanest teacher. I remember her for some other reasons. When I think of Mrs. Ladd, I think about how hard she made me work. But I also think about how she made me challenge myself. Most of all, IShow MoreRelatedHigh Teachers Turnover And Low Student Performance817 Words   |  4 PagesAddressing High Teachers Turnover and Low Student Performance Teacher turnover and students’ performance are the two main issues in the United States. The studies show that the American education spends more than a billion dollars to provide the value, quality and excellence for teachers in education. The reasons for teacher’s leaving the school it might be in the school district, funding, school condition in the area and the leadership system (Love Kristina’s). The teachers turnover can effectRead MoreA Framework For Low Performing Schools1886 Words   |  8 PagesMEMO To: Dr. Michael A.Grego, Supertiendent of Pinellas County Schools From: Michelle Kinyungu, Educator Date: October 17, 2015 Subject: A Framework for Low Performing Schools in Pinellas County Schools Attached is my proposal for a framework for the low-performing schools in the Southern Area of the district. Pinellas County schools has several A+rating schools within the district. However, the South Area has had an F rating for the last five years consecutively with little improvementsRead MoreHow Engagement And Motivation, Exhibited By Grade 10 English Igcse Class Essay1907 Words   |  8 Pageslittle engagement. Data were obtained from conducting a focus group, and through consultation with peers and a critical friend. In addition, there are further plans to conduct more focus groups, as well as, to conduct interviews with students, teachers and parents, when further research is conducted. The report concludes that†¦ Chapter 1: Introduction Purpose of Study The purpose and aim of this study was to try to ascertain reasons for a perceived lack of engagement and motivation, exhibited

The Eruption Of Vesuvius - Ash And Dust Covered The Sky...

On the 24th of August 79 A.D Mount Vesuvius erupted. Ash and dust covered the the sky 19.2km high. All the ash covered the whole of Pompeii 5m deep.Then a combination of pumice and ash rolled down the mountain at 112 kph and covered pompeii. More than 2,000 people died. The eruption covered over 320 square kilometres. The ash that covered the town preserved pompeii and the people at their last moments. The volcano had erupted 50 times before. Pompeii was believed to be built in the bronze age and by the first century AD, it was a thriving holiday resort for wealthy Romans. It was rediscovered in 1748 when a group of explorers were looking for artifacts. Pompeii is found near the bay of Naples in Italy and had a population of about 20000.†¦show more content†¦Leisure activities were very important in Pompeii because they built elaborate bathing centers and theaters. The built Amphitheatres were where they held gladiatorial games. Clothing Toga - The toga was a long robe made up of several yards of material. The wealthy wore white togas made from wool or linen. Some colors and markings on togas were reserved for certain people and certain occasions. For example, a toga with a purple border was worn by high ranking senators and consuls, while a black toga was generally only worn during times of mourning. The toga was uncomfortable and hard to wear and was generally only worn in public, not around the house. In later years, the toga grew out of style and most people wore a tunic with a cloak when it was cold. Tunic - The tunic was more like a long shirt. Tunics were worn by the rich around the house and under their togas. They were the regular dress of the poor. Leisure activities were very important in Pompeii because they built elaborate bathing centers and theaters. The built Amphitheatres were where they held gladiatorial games. Clothing Toga - The toga was a long robe made up of several yards of material. The wealthy wore white togas made from wool or linen. Some colors and markings on togas were reserved for certain people and certain occasions. For example, a toga with a purple border was worn by high ranking senators and consuls, while a black toga was generally only worn during times of mourning. The toga was

BIM For Risk Management Of Bridge Projects â€Myassignmenthelp.Com

Question: Discuss About The BIM For Risk Management Of Bridge Projects? Answer: Introduction: The Business Information modeling or BIM has altering the approach in which the buildings and the broader infrastructure are developed and planned. It has been extending from the designing, execution and maintenance to taking of raw data and making that actionable and valuable information (Lu et al. 2015). The report includes the clash detection of the federated model and the quantity takes off for the model. It has also analyzed the safety measures and the scheduling plan for the model. Clash detection report of the federated model: As per as the clashes are concerned, two components are considered occupying the same space. They are the hard clash. For example, this includes the column that has been running through the pipe-work via the steel beam. They are time-consuming and expensive to keep proper as discovered onsite. The soft clashes take place as the element is not provided with the geometric or the spatial tolerances (Won and Lee 2016). For instance, the air conditioning unit might need particular permission regarding maintenance, safety and access steeling the beam must negotiate. Provided the enough object data, the software has been utilized for checking the adherence to the relevant standards and regulations. The other type of clashes has been including the scheduling of the contractors, delivery of materials and equipment and the common conflicts in the timeline. They are generally denoted as the 4D clashes or the workflow. The conventional process of design must watch the specialists performing on the distinct drawing with the tracing papers. They are generated during the co-ordination checkpoints for checking the compatibility. This was also not unusual for the clashes to be found on the construction site. This has been done with highly efficient delays and expenses (Hadzaman, Takim and Nawawi 2015). At the second level of the BIM process, the ranges of the federated models are generated. The coordinated drops of data are utilized for informing the master model. The BIM software and the tools have been permitting the designers to analyze the clashes in their models. The class detecting software has been turning to highly sober. It has been users to examine the clashes under particular sub-sets. For example, this includes the structural elements against the walls. It also considers those to be flagged over the screen. For some of the geometric clashes, the acceptance has been perfect. The rules of software have been drawing on the object data that has been embedded. This could halt such type of clashes that are being flagged (Lee and Won 2014). The running of the clash detection report or the scan has been typically bringing up various duplicate cases of the similar issue. As a single running of the pipework has been clashing with the five beams, it shows the five clashes. However solving just one problem, the placement of that pipework solves all the clashes. The canceling and reviewing of the clashes is the design has been the primary part of the process of BIM. With the automated process, the type of scans must not be depending on the isolation. This must form the part of the broader process of design coordination. Quantity take-off for the federated model: Time could be saved in the material quantification. The pains of the uncoordinated and the incomplete drawings could be avoided. Moreover, the risks of the improper amount from the preconstruction to the management site with the constructible model could be reduced. With the Tekla models, quality data could be generated quickly for being confident to the bid and the numbers. They must be prepared to run and pour the operations of construction effectively with the clear understanding of the projects. This must be taking the advantages of the simple access to the upgraded, consistent and the ready-for-construction quantities (Zou et al. 2016). Through the usage of the flexible tools, one could automate the manual material quantifications, tedious and the tasks of information management. The proper models have been allowing visualizing the data and creating the reliable reports on-demand. This has been forming the rebar, embeds, concrete and the formwork. This has been with the proper information embedded with material and logistic attributes. The quantity take-off for the federated model has been helping to achieve better estimates and the schedules with the reliable quantities. The BIM-enabled projects should create the precise quantities of material for the formwork and the concrete areas and so much more. They are exported to Excel through the ready-made templates with just a click (Jo et al. 2016). The quantity take-off for the federated model also deals with simple access to the on-demand and the quantities reporting at the real time. This also deals with the managing and sorting of the constructible data as preferred with the flexible tools. The concrete pout take-offs are been categorized by the location, sequence and the schedule. It also retrieves the advantages from the structured pour data. This includes the volumes, areas, rebars types, concrete mix, and embeds formwork and so on. The attributes relevant to the material and the logistics could be incorporated in the model objects for matching the report needs. The quantity take-off for the federated model also organizes the project data on the fly. They must generate the customizable sections according to the structure and the location type to manage the project information efficiently. The information and the reporting management must be automated as per the project requirements. The changes in the model have been automatically updating every category, drawings and the reports. BIM-enabled projects have been visualizing the quality take-offs and been communicating clearly. This indicates that the take-offs must be colored and visualized automatically in 3D. The drawings and the reports are to be generated with the 3D visualizations (Aibinu et al. 2014). This also includes the bar bending scheduled from the model directly. The quality model as the source of data has been ensuring the consistency of the reports, the take-offs drawings, and the schedules. Safety checks of the federated model: These are discussed hereafter. 4D, 5D, 6D: Firstly there was the 2D CAD. Now 3D CAD has been there as the additional dimensions for referring to link the BM model with the cost, link and the information related to the schedule. Asset Information Model (AIM), Building Information Model (BIM), Project Information Model (PIM): Apart from the building of the information model, the asset information model is required to assist in running the finished. The asset information model is the similar model of post-construction (Thomas et al. 2014). Conversely, the project altered model has been the term given to the construction and the design stage. BIM execution plan (BEP): This has been turning to split into the pre-contract BEP. This has been in response to the requirements of the employers information necessities. This also includes the post-contract BEP setting out as the delivery details as contracted. Description of stages: Level 0 BIM In the simplest form, the Level zero has been denoting the collaboration. The 2D CAD drafting is just used here to produce information. The distribution and the output have been through the electronic prints, paper and with the assimilation of both. Level 1 BIM At this level, most of the organizations have been operating currently. It has typically comprised of the mixture of the 3D CAD for the concept work. This also includes the 2D for drafting the statutory approval of documentation and the information production (Davies, McMeel and Wilkinson 2014). Level 2 BIM This has been distinguished by the collaborative working. Every party has been using their individual models of a 3d CAD. However, this not been necessarily working in the one shared model. Level 3 BIM It has been presently seen as the holy grail. It has been representing the complete collaboration taking place between every discipline. This has been by the means of using the single and shared project model (Eadie et al. 2013). This has been held in the centralized repository. Every party could access and change the same model. The benefit has been it has been removing the last layer of the risk to conflict the information. Figure 1: The description of the levels (Source: Bimtalk.co.uk, 2017) Conclusion: Using the BIM tools discussed in the report, an early understanding of the site, scale and the building conditions could be analyzed. This is also helpful in budget estimation. The technologies supporting the various uses would help to inform the streamline processes and the project team. The site analysis tools could be used to make sense of the multiple sites. This also helps to communicate with the drawbacks and the advantages. As the model changes during the project, the BIM could be used as the tool for coordinating the cost and take-off. Recommendations: The supplementary legal agreement has been developed for being utilized by the contractor details and the construction clients. It has been included into the appointments of the professional services and constructing the contracts. This has been the amendments to the standard terms. It has been generating the extra obligations and the rights of the employer. It also includes the contracted party for facilitating the collaborative working. It is done by protecting the ownership of the intellectual property along with the liability differentiation among the involved. Doing the Clash rendition: Referred to in PAS 1192-2, rendition of the native-format model file is being used specifically for spatial coordination processes. Used to achieve clash avoidance or for clash detection (between, for example, structure and services) between Building Information Models prepared by different disciplines. The key benefit is in reducing errors, and hence costs, pre-construction commencement. The usage of Common Data Environment (CDE): This has been a repository of the central information repository. This could be accessed by every stakeholder in the BIM-enabled project. As every data under the CDE could be freely accessed, the ownership could be retained still by the originator. The cloud storage has been an important approach to provide CDE. This has been through it has been the project extranet. Through the Data Exchange Specification: The specifications for the formats of the electronic files are utilized regarding the exchange of the digital data. It has been occurring between the applications of BIM software. Thus it has been facilitating the interoperability. References: Aibinu, A.A., de Jong, P., Wamelink, H. and Koutamanis, A., 2014. Using Effort Distribution Analysis to Evaluate the Performance of Building Information Modeling Process. InComputing in Civil and Building Engineering (2014)(pp. 73-80). Allied Market Research. (2017).Building Information Modeling (BIM) Market is Expected to Garner $11.7 Billion, Globally, by 2022. [online] Available at: https://www.alliedmarketresearch.com/press-release/building-information-modeling-market.html [Accessed 26 Sep. 2017]. Ayer, S.K., Cribbs, J., Hailer, J.D. and Chasey, A.D., 2015. Best Practices and lessons learned in BIM Project Execution Planning in Construction Education. InProceedings of 9th BIM Academic Symposium and Job Task Analysis Review, Washington, DC(pp. 167-174). Azhar, S., Khalfan, M. and Maqsood, T., 2015. Building information modelling (BIM): now and beyond.Construction Economics and Building,12(4), pp.15-28. Bim-level2.org. (2017).BIM Level 2. [online] Available at: https://bim-level2.org/ [Accessed 26 Sep. 2017]. Bimplus.co.uk. (2017).Explaining the levels of BIM | BIM+. [online] Available at: https://www.bimplus.co.uk/management/explaining-levels-bim/ [Accessed 26 Sep. 2017]. Bimtalk.co.uk. (2017).bim_glossary:level_of_maturity - BIMTalk. [online] Available at: https://bimtalk.co.uk/bim_glossary:level_of_maturity [Accessed 26 Sep. 2017]. Chae, L.S. and Kang, J., 2015. Understanding of Essential BIM Skills through BIM Guidelines. InASC Proceedings of the 51st Annual Conference. Davies, K., McMeel, D. and Wilkinson, S., 2014. Practice vs. PrescriptionAn Examination of the Defined Roles in the NZ BIM Handbook. InComputing in Civil and Building Engineering (2014)(pp. 33-40). Eadie, R., Browne, M., Odeyinka, H., McKeown, C. and McNiff, S., 2013. BIM implementation throughout the UK construction project lifecycle: An analysis.Automation in Construction,36, pp.145-151. Hadzaman, N.A.H., Takim, R. and Nawawi, A.H., 2015. Building Information Modelling (BIM): the impact of project attributes towards clients demand in BIM-based project.Building Information Modelling (BIM) in Design, Construction and Operations,149, p.59. Jo, Y.H., Lee, J.S., Ham, N.H. and Kim, J.J., 2016. Bim Strategy Plan through Domestic Construction Companies BIM Project Case Analysis-focused on the BIM USE of the project from 2009 to 2015.Journal of KIBIM,6(2), pp.1-11. Lee, G. and Won, J., 2014, August. Goal-driven method for sustainable evaluation of BIM project success level. In10th European Conference on Product and Process Modelling (ECPPM), Vienna, Austria(pp. 33-38). Liu, R. and Issa, R.R.A., 2013. Issues in BIM for Facility Management from Industry Practitioners' Perspectives. InComputing in Civil Engineering (2013)(pp. 411-418). Lu, W., Fung, A., Peng, Y., Liang, C. and Rowlinson, S., 2015. Demystifying construction project timeeffort distribution curves: BIM and non-BIM comparison.Journal of Management in Engineering,31(6), p.04015010. Poirier, E.A., Forgues, D. and Staub-French, S., 2015. INFORMING ACTION IN BUILDING INFORMATION MODELING (BIM) BASED MULTI-DISCIPLINARY COLLABORATION.BOARD OF EXAMINERS THIS THESIS HAS BEEN EVALUATED BY THE FOLLOWING BOARD OF EXAMINERS, p.265. Thomas, K., Chisholm, G., Dempsey, B., Graham, B. and Stubbs, R., 2014. Collaborative BIM learning via an academia-industry partnership.International Journal of 3-D Information Modeling (IJ3DIM),3(1), pp.40-48. Won, J. and Lee, G., 2016. How to tell if a BIM project is successful: A goal-driven approach.Automation in Construction,69, pp.34-43. Zou, Y., Zou, Y., Kiviniemi, A., Kiviniemi, A., Jones, S.W. and Jones, S.W., 2016. Developing a tailored RBS linking to BIM for risk management of bridge projects.Engineering, Construction and Architectural Management,23(6), pp.727-750.