(15 points; 3 points each part) Choose the signature for methods that solve the following problems, or state that it is impossible to do so. You do not need to write the body of these methods (method writing is covered in Turinascraft.Zyante, and Javabat. 3.
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2. (10) Express the given equations without using AND gates (a) X = A-B 3. (10) Using a similar method to when we proved NAND was a complete logic set, prove that NOR is also a complete set. (a) Construct a NOT gate using only NOR gates (b) Construct an AND gate using only NOR gates (c) Construct an OR gate using only NOR gates
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15 k2 30 kO 24 kO 30 k12 20 k0 P3.06b 6ed Find the equivalent resistance at terminals a,b. Rek2 (kilo Ohm) Eq Check Finish attempt..
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2.1Literature on the current issues of the chosen organization/company’s industry 2.1.1 Background of your chosen company Mention about the chosen company and the industry of your chosen company – 4-5 lines. 2.1.2 The current issues of your chosen company’s industry You can use bullet points to identify each issue and explain it (each point) in detail. *** The issues must be relevant to marketing communications. 2.2Literature on best marketing communications practices Review the Literature on best marketing communications practices (e.g. effective marketing communication strategies) that have been/are/were successfully implemented by the industry of your chosen company’s industry. Feel free to use bullet points/create subheadings. 2.3Key marketing communications concepts, theories and/or models Review key marketing communications concepts, theories and/or models that are relevant and/or can be applicable to the case project/organization You’re required to review SWOT Analysis, and other marketing communications concepts, theories and/or models. 2.4 Summary Summarise sections 2.1-2.3: the length should be 5-10% of the total word count Feel free to use bullet points/create subheadings. References3.1 Outline/overview of the research methodology Discuss about primary and secondary data and mention that the secondary data will be used in this research – the reasons of this selection is NOT required to explain.) 3.2 Case organisation description, background and context Describe the case organisation, its background, and industry 3.3 Review current Strategic Marketing Communications Plan of case organisation or strategic goals as defined by interviewing key managers and/or theorganisation’s annual report (or other reports e.g. media release, sustainability report), Marketing Communications audits or other source documents 3.4 Use SWOT analysis to analyse the chosen case project/organisation 3.5 Other observations (if applicable) 3.6 Summary
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15. If the rcal capital should flow (A) into the United States and the dollar will depreciate (B) into the United States and the dollar will appreciate (C) out of the United States and the dollar will depreciate (D) out of the United States and the dollar will appreciate (E) out of the United States and the value of the dollar will not change the United States increases relative to that of the rest of the world, ou ?
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Financial performance evaluation of Pink Ltd Sales revenue: Role of accounting information in managerial decision making and its limitations:
2.0 Role of accounting information in managerial decision making and itslimitations:
The accounting information comprises of diversified segments of the financial transactions as conducted by the concerned organisation. Therefore, prompt delivery of suitable and necessary accounting information could be beneficial for the organisation to conduct effective financial management practices. In addition,Cotter et al. (2009) segregated the accounting information into the income statement, balance sheet and cash flow statement that enables the organisation to judge different spheres of the organisation. Managers of an organisation have benefited from the different accounting information while tending to make decision regarding the organisation.
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1The yield to maturity is ________ than the ________ rate when the bond price is ________ its face value.
2.0 Research Objectives: The research objectives are mentioned in the following: • To identify the present benefits and challenges of third party logistics (3PL) in the global scenario • To recognize the factors influencing 3Pl at the global context • To assess the interrelationship between 3PL and IoT in a global scenario • To suggest strategic initiatives for overcoming the challenges of 3PL for developed IoT 3.0 Research rationale: The increased importance of the environmental sustainability has created the need for the innovative approach for transportation and logistics service. In such global scenario the 3PLs are known to make the substantial contribution to the transport and logistics activities. Furthermore, in recent years the numbers of trends like the internet of things have affected the logistics industry. These have also created the strategic benefits and challenges for the 3PLs. However, the global companies are facing the challenges in regards to the location and material flow from the 3Pls during managing the internet of things. The biggest issue is the coordination of the 3PL companies is the information sharing, which is hampering the IoT process. The supply chain management is not required to be able to provide the real-time data, but also it requires the integration of data by managing the IoT across the supply chain. Hence, the consideration of the benefits and challenges has become the crucial issue for 3PLs during managing the IoTs as the present research issue. Document Preview:
Order NoEHUK6244Word1000Deadline2016-03-24Allocation Date2016-03-22 23:42:34Order TypeCourseworkAcademic LevelMasterSubjectBusinessOrder DeliveryTopic Topic :: Analyzing the benefits and challenges of third party logistics approach (3PL) while managing IoT(Internet Of Things) In a global scenario. Key Words :: “IoT (Internet Of Things) for International 3PL (Third Party Logistics)” Actually it i Admin Remark Please follow the pr strictly Do follow all the reqiirements We must need the Dissertation….. Downloads HYPERLINK “http://manage.eduhelpsydney.com/writer/order-download/156e954a4b893a” Main File Additional Requirement Literature review (I think here, which talks about Aim and Objectives) of 1000 word length. Please ,Aim to do my work on mutual area of my title ( 1&2&3 ( 1.IoT, 2.3PL and 3.International )), If not possible try to provide mutual information on 2 elements (for eg; make it possible to provide mutual information on 1&2,2&3 and 1&3) among three areas.
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1Suppose you are a systems analyst developing a detailed test plan. Explain the testing strategiesyou will use in your plan. Will you use live orsimulated data?Situation: Victorian Creations is a growing business that specializes in the reproduction offurniture from the Victorian era. Since 2006, sales have increased steadily. The originalaccounting system was a package from Peachtree Software, which initially ran on a stand-alonePC and later on a LAN. Now, the firm is preparing to install a powerful, scalable accountingpackage that can support the company’s current and future operations. You have been asked todevelop a training plan for users.1.Who should receive training on the new software, and what topics should the trainingcover?2.What changeover strategy would you suggest for the new accounting system? Explainyour answer.3.When should a post-implementation review be scheduled? Explain your answer.
1ENEC20002: Structural Design IIProject Title: Masonry DesignNature of the Work: Individual WorkSubmission Due Date: 24th May 2019 (5:00 PM AEST)Weight: 35%1. IntroductionObjective and assessment criteria of this design project is explained in the unit profile. Allstudents are encouraged to read and understand them before start of this project work.2. Project DescriptionAll the masonry walls of the single storied industrial building shown in Figure 1, is to bedesigned. The details of the walls are shown in Figure 2 – 6.Figure 1: Building planA steel truss roof system will be installed on top of the building which will be supportedby walls BE, FG, HA, HH*, CC* and DD*, and the two steel columns. Furthermore, theA BCEDFHGC*H*Steel ColumnD*2structural design assumes that no vertical pre-compression loading from the roof truss willbe directly applied on walls AB and EF.Figure 2: Elevation Wall ABFigure 3: Elevation Wall EFA BSteelColumnSteel BeamSteel BeamOpeningOpeningX1,AB X2,ABY1,ABY2,ABY3,ABYAB= Y1,AB+ Y2,ABXAB= X1,AB+ X2,AB =0.25MPa =0.1 MPaF ESteelColumnOpening OpeningX1,FE = X1,AB X2,FE = X2,ABY1,FEY2,FE = Y3,ABYFE = YAB3Figure 4: Elevation (a) Wall HA, (b) Wall FGFigure 5: Elevation Wall HH*/CC*/DD*HXHH*YHH* = YABH* HXHAYHA = YABA F XFGYFG = YABG(a) (b)4Figure 6: Elevation Wall BEDesign the component walls of the building using suitable masonry units (you may referto the CMAA/TBA website to find suitable units). Consider the cyclonic wind pressure as3kPa and suction as 2kPa. Dimension of the walls are given in Table 1.Assume any reasonable value for the missing data as per the relevant Australian standard.The unconfined characteristics compressive strength of unit and the steel yield strength ofsteel can be obtained from the supplier’s brochure or through laboratory testing.As part of the continuous design process, the building was analysed for lateral andgravitational forces as per AS1170. The in-plane force acting on the component walls ofbuilding is shown in Table 2. The vertical pre-compression load from the roof truss onwalls BE, FG, HA, HH*, CC* and DD* were 0.5MPa (calculated considering 110mm thicksolid brick).BXBEXC D EY1,BEOpeningY2,BEYBE = Y1,BE + Y2,BE5Table 1: Wall dimension based on student IDTable 2: In-plane loading on the masonry wallsStudentIDLoad on the following walls in kNAB EF HA FG BE HH*/CC*/DD*12088571 250 255 277.5 277.5 50 3012091465 275 280 302.5 302.5 50 3012090286 300 305 327.5 327.5 50 3012093080 200 205 227.5 227.5 50 3012088963 225 230 252.5 252.5 50 3012080837 250 255 277.5 277.5 50 3012060601 100 105 115 115 25 3012087181 120 125 135 135 25 3012096930 135 140 150 150 25 3012087018 100 105 115 115 25 3012062456 100 105 112.5 112.5 20 2512093836 125 130 137.5 137.5 20 2512074708 300 305 325 325 45 25StudentID/WallNameAB EF HA FG HH* BE CDX1,AB X2,AB Y1, AB Y2,AB Y3,AB Y1, EF Y2,EF XHA XFG XHH* XBE Y1,BE Y2,BE XCD12088571 4 4 4 3 1.5 5.5 1.5 3.5 3.5 1 8 5 2 412091465 4.5 4.5 4 3 1.5 5.5 1.5 3.5 3.5 1 8 5.25 1.75 412090286 5 5 4 3 1.5 5.5 1.5 3.5 3.5 1 8 5.5 1.5 412093080 4 4 4 2 1 4.5 1.5 4 4 1 9 4.75 1.25 512088963 4.5 4.5 4 2 1 4.5 1.5 4 4 1 9 4.5 1.5 512080837 5 5 4 2 1 4.5 1.5 4 4 1 9 4.25 1.75 512060601 3 3 4 2 1 4.5 1.5 4 4 1 9 4 2 512087181 3.5 3.5 4 2 1 4.5 1.5 4 4 1 9 4.25 1.75 512096930 3.8 3.8 4 2.5 1.5 5.5 1 3.5 3.5 1 8 5 1.5 412087018 4 4 4 3 1.25 4.75 2.25 3 3 1 7 5.5 1.5 312062456 4.5 4.5 4 3 1.25 4.75 2.25 3 3 1 7 5.25 1.75 312093836 5 5 4 3 1.25 4.75 2.25 3 3 1 7 5 2 312074708 4 4 4 2 1.5 4.25 1.75 3 3 1 7 5.5 0.5 312081265 4.5 4.5 4 2 1.5 4.25 1.75 3 3 1 7 5.25 0.75 312080609 5 5 4 2 1.5 4.25 1.75 3.5 3.5 1 8 5 1 412089402 3 3 4 2 1.5 5 1 3.5 3.5 1 8 4.75 1.25 412092461 3.5 3.5 4 2 1.5 5 1 3.5 3.5 1 8 4.5 1.5 412064843 3.8 3.8 4 2.5 2 5 1.5 4 4 1 9 5 1.5 512079240 5 5 4 2.5 2 5.5 1 4 4 1 9 5.5 1 5612081265 325 330 350 350 45 2512080609 375 380 400 400 45 2512089402 200 205 225 225 45 2512092461 220 225 245 245 45 2512064843 230 235 255 255 45 2512079240 200 205 225 225 45 257Your TasksDesign all the masonry walls of the building against lateral and gravitational loading. Thefollowing steps may help you the in the structural design:(1) It is a masonry building, identify the walls, check all details, design the control joints(for URM) and determine the necessary material parameters.(2) Design for in-plane and out-of-plane shear: The demand in-plane shear is given in Table2. Calculate the capacity of your wall. If capacity > demand, the wall is safe otherwiseconsider altering your design. Calculate the out-of-plane shear demand and capacity andensure the capacity > demand. Start your design considering URM.(3) Design for out-of-plane bending: Take the cyclonic wind pressure as 3kPa and suctionas 2kPa. Design the walls for the maximum out-of-plane pressure load. Start your designconsidering URM. If not safe, choose RM.(4) Design for vertical compression: calculate the compression load acting on the walls andcompare with the compression load capacity of the component walls. Start your designconsidering URM. If not safe, choose RM.(5) Draw the designed walls using appropriate CAD tool.Note:? Develop am excel design spreadsheet (Mandatory), it will assist you to designmultiple walls and include necessary adjustments, quickly.? The lintel on the door opening in BE is a steel UB.? Use suitable CAD software for drawing.? Submit a reflection report on CMAA/TBA guest lecture.Report:Your report should contain all of the following,1. Report title page2. Calculations for all the walls in excel file3. Final design drawing of the walls and the building (CAD) – DXF file preferred4. Reflection on CMAA/TBA guest lecture.Important: submit your report through Moodle.8Reflection on Concrete Masonry Association Australia/Think BrickAustralia Guest Lecture (Mandatory Component to Meet LO2)Reflection Writing Guideline:1. Write about the guest lecture/seminar (date/time/location/title), name and role ofthe presenter, details about the industry/organisation conducting the presentation.(one paragraph)2. Write about the topic presented in the guest lecture/seminar. (one paragraph)3. Write how this guest lecture/seminar helped to enhance your understanding on thedesign of masonry structures. (one paragraph)4. Write how this guest lecture/seminar helped to enhance your understanding onprofessional level of communication and leadership skills. (one paragraph)5. Write whether this guest lecture/seminar helped to enhance yourunderstanding/interest on masonry structures. (one paragraph)
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