Past experience with inter-enterprise information system Essay

Past experience with inter-enterprise information system - Essay Example More specifically, the experience with computers has allowed me to have ability to use both application and system software for computational activities. The various hardware with which my experience was involved includes computer CPU, monitor, keyboard, mouse, printer and scanner which comprise the input and output devices of a computer. In addition, I was able to learn the various components of a CPU and their functions. More importantly, though, is the ability to use applications such as word processing and spreadsheets to execute different computational processes. My experience with computers also made me more appreciative of the value that these systems have added in facilitating communication among individuals, departments, organizations and institutions. More importantly, during my experience I have appreciated the Internet as a computational communication tool which has connected individuals and organizations across the world. This is a reflection of the important contributio n of computers to the globalization process. In my experience with information systems, I was able to understand the system theory as it applies in computation and business processes. Additionally I now understand the correlation among the various components of information systems in performing a holistic function. The hardware and software components of an information system allowed me to improve my computer skills. I was also able to apply software to solve problems. This experience significantly improved my critical thinking abilities. Furthermore, the experience with information systems accorded me the ability to process data through computer application and extract meaning out of the data. This means that I am able to develop relevant and meaningful information out of data through the use of computer applications such as SPSS and Microsoft Excel. It is through my experience that I am more appreciative of the importance of information systems in organizations such as facilitatin g communication, business activities and decision making. Moreover, I now understand information systems as a network of computers which would be connected worldwide through the Internet. I have attained knowledge and skills on the application of both intra-enterprise and inter-enterprise information systems. In addition, I have achieved an understanding of how these information systems have been used to facilitate business or organizational processes. The knowledge that I have on these systems is significantly important for my short-term and longtime career plans. For example, this knowledge has prepared me to apply information systems within my work place. This involves the use of intra-enterprise computer systems such as local area network in facilitating communication within the organization. Additionally, the use of inter-enterprise information systems such as wide area networks and the Internet to promote communication among subsidiaries of an organization and sectors of its s upply chain is well understood by me. I have sufficient knowledge on the issue of security in the use of intra-enterprise and inter-enterprise information systems, which will allow me to ensure that these systems are secured when I will use them within my workplace. Additionally, I understand the use of intra-

Ground Engineering Essay Example | Topics and Well Written Essays - 1500 words

Ground Engineering - Essay Example Pile foundations are chosen for the situations where structures transmit huge loads and suitable soil layer capable of supporting these loads are available only at greater depths. The piles are long and slender members capable of transmitting the loads of the structure into the hard soil layer or the rocks successfully even if very poor or soft soils that are considered to be inferior to meet this purpose is present in the upper layers. Based on the load carrying function piles are classified as end bearing pile, friction pile or combination pile that undertakes both the functions appropriately. The friction piles are suitable for the locations where granular soil is present and frictional resistance between the pile and the soil could be utilised in the resistance. While the end bearing piles helps to transmit the entire load a hard stratum through the tip resistance. A sketch of the load action on the end bearing pile and friction pile are shown in the figure 1. The basic structura l components of any pile are pile cap and the body of the pile. And (iii) All piles carry only vertical force. ... Figure 1(a) : End bearing pile Figure 1 (b) : Friction pile (Abebe and Smith, 2005) (Abebe and Smith, 2005) Pile load computation Following assumptions are incorporated in the load estimation on piles (i)All piles are considered as rigid (ii) The pile is pinned at the top and bottom And (iii) All piles carry only vertical force. The different loads that the pile need to carry would be direct loads from the columns and any other imposed loads on the structure. The direct loads from the columns to the pile are already given in the problem. The other loads are the load from the glass facades and the imposed loads. The glass faade load is the load along the edges of the floor and it could be computed by multiplying the unit load of the faade by the distance between the columns. The details of computation is as follows Glass faade load between the columns 1 & 8 Distance between the columns 1 and 8 = 20 metre Unit load of facde between the column 1 and 8 = 35 KN/m The load from the faade is assumed to be transferred equally to both the columns . So the loads are computed as 35 20 / 2 = 350 KN So the columns 1 and 8 would carry load of 350 KN each from the glass facades. Glass faade load between the columns 4 & 5 Distance between the columns 4 and 5 = 20 metre Unit load of facde between the column 4 and 5 = 35 KN/m The load from the faade is assumed to be transferred equally to both the columns . So the loads are computed as 35 20 / 2 = 350 KN So the columns 4 and 5 would carry load of 350 KN each from the glass facades placed between the columns 4 and 5. Glass faade load between the columns 1 and 4 The columns in this span are 1,2,3