Scenario: You are helping Mr. Manuel Handel at the civil construction company WAMCo Pty Ltd to compile a booklet that will set out clearly and fully for workers the WAMCo WHS consultation and communication processes in which they need and are required by law to be involved. • Study carefully the WAMCo Work, Health and Safety Management System (WHSMS) document. • The Consultation, Representation and Participation Policy (WHSMS, pp. 33-34) in particular may help you with this project. Some other sections in the WHSMS may also be of help. • Mr. Handel has determined that the existing content on consultation, representation and participation in the WHSMS is inadequate, and a new booklet setting out clearly the processes involved, for the benefit of the workers, needs to be created. He has asked you to compile a first draft of the booklet. • You may use the WAMCo WHSMS as a source of information, however you will need to look beyond the WHSMS to compile the booklet. • All answers must be in your own words, with no copying and pasting. • Source material may be quoted with proper attribution. The booklet must: Explain what participation and consultation is. (30-50 words) WAMCo Work, Health and Safety Management System (WHSMS) document
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You are employed by a national recruitment and human resources organisation. The organisation began in 2002, providing staffing solutions for businesses in South Australia. Since inauguration the organisation has continued to grow, opening offices in each state of Australia. Recently, the board of management approved a proposal for the inclusion of a new training arm of the organisation. The training arm will specialise in sales training for people wishing to work in the automotive industry. As a result of inclusion of the new training division, management have given you a brief asking you to: prepare a document introducing the training division and explaining its purpose to the staff in the organisation develop some marketing material that will be used to attract and inform clients—to outline to clients in the automotive industry how the pre-employment training of applicants will be of benefit to them when they are looking to recruit and select new employees. In this section, record yourself for 3-5min explaining how you will prepare for this briefing. Remember to write a script to assist you with your recording. Your script can be completed in bullet points and uploaded into the section provided.
Following from Task 3, you are now required to develop and produce the two documents. Design the products, select the format and style as well as any graphics you will use. Develop appropriate text for each document: Prepare a draft of each document and have it proofed. Keep printed copies of the originals and the proofed documents (with track changes turned on). Draw up a final copy of each document. The first should be ready to send out to personnel in the organisation and the second should be ready to send out to clients. Submit a print version of the final copies, plus the draft and proofed copies, to your assessor. Provide a report describing and explaining the steps taken to plan the documents and ensure that each one meets the brief you have been given. Explain the action you would take to ensure appropriate conservation of resources (the resources used to prepare print and distribute the documents). Explain how and why you chose the design elements you used and why you believe the finished documents are appropriate for purpose and for the audience
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The design is about the design of floor; please follow the (Example1 pdf) step by step which attached in below and complete the design. 3.3 Design examples 3.3.1 Layout of floor structure The plane arrangement of the floor structure is shown in Fig. 3-8, the main beam is arranged along the longitudinal and transverse direction, and the secondary beam is arranged along the longitudinal direction, and two secondary beams are arranged in each span of the main beam. The span of transverse main beam is 7.2 m, that of longitudinal main beam is 6.6 m , that of secondary beam is 6.6 m, the span of the board is 2.4m. Because of 6600/2400=2.75 2, it is necessary to calculate according to the requirements of the code, and when calculated according to the unidirectional plate, a sufficient number of structural tendons should be arranged along the long side direction. This example is calculated as an one-way plate and takes the necessary construction measures. Fig. 3-8 layout of floor structure 3.3.2 Prediction of beam and plate section dimensions ? slab thickness: according to«Concrete specification», the thickness of the slab can be obtained according to Table 3-2, which takes into account the durability of the floor and the minimum thickness 70mm of the industrial building considering the durability of the floor and the minimum thickness of the floor of the industrial building. The thickness of the slab is h= 80mm, taking into account the durability of the floor and the minimum thickness of the floor of the industrial building. ? the section size of the beam can be determined according to experience. According to the minimum stiffness requirements of deflection and crack width without checking, the size of beam loading surface is estimated according to Table 3-1. Main beam: Secondary beam: 3.3.3 Design of boards
Load calculation 1) Standard value of constant load 30m thick tile floor (including cement mortar): 0.65 (kN/m2). 20mm thick cement mortar leveling layer: 20×0.02 = 0.4 (kN/m2). 80mm thick reinforced concrete slab: 25×0.08 = 2.00 (kN/m2). 20 mm thick mixed mortar surface: 17×0. 02 =0.34 (kN/m2). Constant load standard value: gk = 3.39 kN/m2. 2) Standard value of live load Live load standard value: gk = 8.00 kN/m2. According to Appendix D, Table D.1-1. In the four types of metalworking workshops, the span of the plate is 2.4 m and 2.0 m. The standard value of live load is 800kN/m2 and the coefficient of combined value is ?c =1.0 3) load design value According to Appendix D, Table D.1-1. The combination coefficient of the live load ?c =1.0, the standard value of the live load qk = 8.00kN/m2 4.0 kN/m2, and the partial coefficient is 1.3. The design value of the load effect is calculated according to formula (3-1) and formula (3-2) for variable load effect and permanent load effect control, Take the maximum value. Variable load effect control combination: Combination of permanent load effect control: It is found from the calculation that the load design value obtained by the combination of permanent load effect control is large, and the internal force of the plate is calculated by g+q=14.98 kN/m2.
Calculation diagram In this project, the two ends of the plate are connected with the beam as a whole, and the calculated span of the plate is calculated according to Table 3-3, as follows. The difference of each calculated span is less than 10%, which can be approximately calculated according to the equal span continuous plate. The span 2200mm of the plate and the plate and strip of the plate width b=1000mm are calculated. The calculation diagram is shown in figure 3-9. Fig. 3-9 board calculation diagram
Calculation of bending moment and reinforcement of Plate 1) Bending moment calculation According to the Code of Internal Force redistribution, the bending moment design values of equal span continuous unidirectional plates subjected to uniform load are calculated according to formula (3-6), and the bending moment coefficients are determined in Table 3-4 of ?mb. According to the rules of Internal Force redistribution, when the perimeter of unidirectional continuous slab is connected with reinforced concrete beam as a whole, the design value of span center and bearing bending moment of each middle span can be reduced by 20%, so the values of M2, M3 and Mc can be reduced by 20%, except for the second support of edge span and off end, and the results after reduction are shown in Table 3-7. 2) Calculation of plate reinforcement
Plate reinforcement diagram (figure 3-10) In general, the dynamic load on the floor is not large, so the separated reinforcement can be used. Table 3-7 Reinforcement calculation diagram of slab Figure 3-10 Plate reinforcement diagram 3.3.4 Design of secondary beams 1. Load calculation 1) Standard value of constant load Constant load from the plate: 3.39×2.4 = 8.14 (kN/ m). The weight of the secondary beam is 25×0.2× (0.5-0.008) = 2.12 (kN/m). Beam side plastering: 17×0.02× (0.5-0.008) ×2 = 0.29 (kN/ m). Load standard value: gk = 10.53 (kN/ m). 2) Standard value of live load According to Table D.0.1-1 in Appendix D to the load Code, the distance between the secondary beams is 2.4m 2.0m, the standard value of live load is 6.00kN/m2, and the coefficient of combination value is 1.0.The standard value of live load is 6.00kN/m2. The standard value of live load from the plate is qk = 7×2.4 = 14.40 (kN/m). 3) load design value According to table D.0.1-1 in Appendix D to the load Code, the combined value coefficient of live load is ?c =1.0, the standard value of live load is qk = 6.00kN/m2 4.0 kN/m2, and the score coefficient is 1.3. The design values of load effect are calculated according to the variable load effect and permanent load effect of formula (3-1) and formula (3-2), respectively, and the larger values are taken. Permanent load effect: g+q= 1.2×10.53+1.3×14.40×1.0=31.36 (kN/ m2) Variable load effect: g+q= 1.35×10.53+1.3×14.40×1.0=32.94 (kN/ m2) According to the calculation, the design value of the combined load controlled by the permanent load effect is large, and the internal force of the secondary beam is calculated by g+q=32.94kN/m. 2. Calculated span The calculation method of the calculation span is the same as that of the plate, which is calculated according to Table 3-3, as follows. Middle span: l0=ln = 6600-300 = 6300 (mm) Edge span: l0=ln =6600-100-150 = 6350 (mm) The difference between the calculated span of the side span and the middle span is 63506300/6300=0.79% 10%, so the internal force can be calculated according to the equal span continuous beam. The geometric size and calculation diagram of the secondary beam are shown in figure 3-11. Fig. 3-11 Calculation diagram of secondary beam
Internal force calculation of secondary beam The calculation method of internal force of secondary beam is the same as that of unidirectional plate. According to the Code of Internal Force redistribution, the bending moment design values of equal span continuous unidirectional plates subjected to uniform load are calculated according to formula (3-6), and the bending moment coefficients are determined in Table 3-4 of ?mb. 1) Design value of bending moment 2) Shear design value 3) Reinforcement calculation of secondary beam section The secondary beam and the slab are integrally cast, so the secondary beam support is calculated as a rectangular section, and the mid-span section is calculated as a T-shaped section. Calculate the width bf of the flange of the T-shaped section according to Article 4.1.5 of the -Concrete Code-, and the side span and the middle span are calculated according to the minimum value of l0/3 and (b+Sn). Take bf =-2.10m, effective section height h0 =500-40= 460(mm), flange thickness hf = 80mm, This value is greater than the mid-span bending moment design value M1, M2, M3, so the midspan section of each span belongs to the first type of T-shaped section. The calculation parameters are as follows. C30 concrete: fc= 14.3MPa; reinforcement: longitudinal reinforcement fy = 360MPa (HRB400), stirrup fyv =270MPa (HPB300), the calculation results of the flexural bearing capacity of the normal section of the secondary beam are shown in Table 3-8 shown. Table 3-8 calculation of Flexural bearing capacity of normal Section of Beams 4) Calculation of shear capacity of oblique section The calculation table for the shear capacity of the oblique section of the secondary beam is shown in Table 3-9. According to the -Regulations for Redistribution of Internal Forces-, when considering the redistribution of plastic internal forces, under uniform load, the calculated area of stirrups should be increased by 20% in the 1.05ho section from the support edge, and the pmin of the stirrups ?min 0.3ft/fw=0.159%. 5) Design of anti-shear stirrups The calculation of the shear capacity of the oblique section of the secondary beam is shown in Table 3-9.
Secondary beam reinforcement diagram The reinforcement diagram of the secondary beam is shown in Figure 3-12 3.3.5 Main beam design The main beam is calculated according to the elastic theory, and the column section size is 400mm×400mm.
Load calculation 1) Standard value of dead load The self-weight of the main beam is considered according to the concentrated load. Dead load from the secondary beam: 10.53×6.3=69.50(kN/m). Main fruit weight: 25×0.3× (0.75-0.08) ×2.4=12.06(kN/m). Plastering on the side of the main beam: 17×0.02× (0.75-0.08) ×2×2.4=1.09(kN/m). Load standard value: gk=82.65(kN/m). 2) Standard value of live load According to Table D.0.1-1 of Appendix D of the -Load Code-, the standard value of live load is 5.00 for the main beam in metalworking workshops of four types. Combination value coefficient ?c. =1.0. The standard value of the live load from the board: 5.0×6.6×2.4=79.20(kN/m). 3) Load sub-factor According to Article 3.2.4 of the -Load Code-, the value of the partial load factor is as follows. The constant load sub-factor is ?G; when it is unfavorable to the structure, it is 1.35; when it is favorable to the structure, it is 1.0. Live load sub-factor: standard value qk=5.00kN/m2 4.0kN/mm2, and the sub-factor is 1.3.
Simple calculation The two ends of the beam in this project are integrally connected with the column, and the calculated span of each span is taken from the distance between the center lines of the support, calculated to the side span and the middle span: l0=lc =7200mm main beam calculation diagram is shown in Figure 3-13.
Internal force calculation The three-span continuous beam shown in Figure 3-11 uses equations (3-12) and (3-13) to calculate the internal force of each control section, and calculate the standard value of the bending moment and the standard value of the shear force at each control section. Among them, the -coefficients in the table- are checked from the attached table 1-2 of the -Design of Concrete Structures-, and the most unfavorable arrangement of live loads is considered. The calculation results are shown in Table 3-10 and Table 3-11.
1) Calculation of standard value of bending moment (1) Dead load Bending moment within the span: M1k=0.244gkl0=0.244×82.65×7200=145.20(kN·m) M2k=0.267gkl0=0.267×82.65×7200=158.89(kN·m) Bending moment of support: MBk=-0.067gkl0=-0.067×82.65×7200=-39.87(kN·m) Mcx=-0.267gkl0 =-0.267×82.65×7200=-158.89(kN·m) (2) Live load Bending moment within the span: M1t=0.289qkl0=0.289×79.20×7200=164.80(kN·m): M2z=0 Bending moment of support: MBk=Mck=-0.133gxl0=-0.133×79.20×7200=-75.84(kN·m) 2) Calculation of shear force standard value (1) Dead load VA=0.733gk =0.733×82.65=60.58(kN) VB ?= =-1.267gk=-1.267×82.65 =-60.58(kN) VB ?= gk =1×82.65=82.65(kN) (2) Live load VA=0.866qk=0.866×79.20=68.59(kN) VB4=VB ? =-1.134qk=-1.134×79.20=-89.81(kN) 3) Perform internal force combination according to the following formula to obtain the most unfavorable combination design value at each control section M =?GMGK +?Q?CMPK V = ?G VGK + ?Q?CVpK According to the static balance conditions, the most unfavorable internal force design values of the remaining sections are obtained. The results are shown in Table 3-10 and Table 3-11 shown. 4) Draw the internal force envelope diagram Plot the combined bending moment design value and combined shear design value of each control section on the same coordinate diagram to obtain the internal force envelope diagram (Figure 3-14) 5) Calculation of the bearing capacity of the normal section of the main beam The main beam support is calculated according to the rectangular section, and the mid-span section is calculated according to the T-shaped section. According to Article 4.1.5 of the -Specification for Concrete-, the width bf of the flange of the T-shaped section is calculated, and the side span and the middle span are calculated according to the minimum value of l0/3 and (b+sn). Side span: bf=min [l0/3, (b+sn)] =min [(7.2/3, (0.3+6.35)] =2.4m Intermediate span: bf=min [l0/3, (b+sn)] =min [7.2/3, (0.3+6.3)] =2.4m Take bf=2.40m, effective cross-section h0=750-65=685(mm) (double ribs), flange thickness hf=80mm, and get Mf=a1fcbfhf(h0-h f/2)=1.0×14.3×2400×80×(685-80/2)×10-6=1770.91(kN·m) This value is greater than the design value of the mid-span bending moment of each span, so the mid-span section of each span belongs to the first type of T-shaped section. The specific calculation parameters are as follows. C30 concrete: fc =14.3MPa; steel bar: longitudinal reinforcement fy=360MPa (HRB400) If the longitudinal reinforcement is fyv=270MPa (HPB300), the calculation result of the flexural bearing capacity of the main girder is shown in Table 3-12. 6) Calculation of shear capacity of oblique section The calculation of the shear capacity of the oblique section of the main beam is shown in Table 3-13. According to the -Internal Force Redistribution Regulations-, plasticity is considered When the internal force is redistributed, under the action of concentrated load, in the section between the support margin and the nearest concentrated load, the calculated area of the stirrups should be increased by 20%, and the pmin 0.3ft/fyv=0.159% of the stirrups. 7) Additional transverse reinforcement The design value of all the concentrated loads transmitted from the secondary beam to the main beam is
Reinforcement diagram of main beam (Figure 3-15) ? Calculate the flexural bearing capacity of the front section according to the area of the actual longitudinal reinforcement. From the following formula, the main beams normal section resists the bending moment Calculation table (Table 3-14). ?Inversely calculate the bending bearing capacity of the front section according to the area of the actual longitudinal steel bars, and determine the material resisting bending moment diagram. ? According to the area of the longitudinal steel bars, divide the bending moment diagram into proportions, and draw the part borne by the bent steel bars on the outside. The main beam reinforcement diagram is shown in Figure 3-15.
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The cult of Machismo (masculine superiority) appeared early in Latin America (page 23 in this week’s assigned reading), yet many colonial Latin American families contradicted this stereotype. Explain the evidence the authors present that contradicts this prevailing gender image. Be sure to review the culture box “Elite Women and Economic Power” on page 24. Textbook provided
Modern Latin America, 9th Edition – 180 Day Option
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Select a news article published in the last 12 months that focuses on a topic of interest to Women’s Studies [choose from the list below, or choose your own based on the criteria described in the next section of this assignment]. After you have read your chosen news article, respond to the questions below in a 700-1,000 word (3-4 page) report about the article and what you have learned, focusing on the aspects of interest to Women’s Studies
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Current Topic Project is a report on a news article which will connect our course work to the most current developments of interest to the field, especially those that impact people’s day-to-day lives.
After you have read your chosen news article, respond to the questions below in a 700-1,000 word (3-4 page) report about the article and what you have learned, focusing on the aspects of interest to Women’s Studies:
Title, author, publication, date, and url for your news article.
Brief (1-2 sentence) summary of the main topic of the article.
Why would this article be of particular interest to a Women’s Studies student or scholar? If you’re not sure, one place to start is to review the information about Women’s Studies found in Module 1: What Is Women’s Studies?.
What did you learn that you didn’t already know by reading this article?
Which topic, person, example, or idea in the article would you like to know more about? What questions would you suggest the reporter ask in a follow-up article?
What social, political, personal, historical, economic, artistic, or other impact might the information in this article have? Why?
Is there anything you read or thought about while reading the article that has relevance to your life outside of this class or outside of the article itself?
Include quotes and examples to support your discussion as part of your responses to questions 3-7. Remember to include in-text citations and a References list for all references to the article or class learning resources, whether quoted, paraphrased, or summarized.Please note that this assignment is a report, not an essay. You must write in complete sentences, but you do not have to write it as an essay with a thesis, body paragraphs, etc.. Instead, it is recommended that you number each response as you answer the questions. To meet the word count requirement, be sure to answer questions 3-7 in detail, and give specific examples or quotes (cited!) for each answer.There is a sample News Report Essay attached to this assignment.Choosing a news article:An acceptable news article for this assignment meets all four of the following criteria:
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After reading the article on Ecuadorian women, explain the concept/ideal of marianismo and the consequences of the “triple burden” on indigenous women. Link provided
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An annotated webliography is very similar to an annotated bibliography which you completed in Week 4 of this course. Instead of reviewing and analyzing books and articles, this assignment requires students to review websites pertaining to a particular topic. Each website description will follow a similar format as your annotated bibliography. Websites will be evaluated for content, accuracy, bias, relevance, and significance to your chosen topic.
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Required length: three to five pages (900-1500 words).
PURPOSE: The purpose of this assignment is for you to reflect on the process of “doing history.” Once you develop the habit of reflecting on your learning process for your individual courses, you will better retain the critical thinking skills developed in those courses. Doing so will benefit you throughout your college career and into your professional lives beyond the university. Craft a response to the question prompts listed below under “task.” SKILLS: Successful completion of this assignment requires the skill of self-reflection and assessment along with clear and crisp writing. Ultimately, success in college and beyond depends on how well you reflect on your own work and change course as needed. KNOWLEDGE: First for the definitions: According to the American Library Association, information literacy is defined as “a set of abilities requiring individuals to ‘recognize when information is needed and have the ability to locate, evaluate, and use effectively the needed information.’” This assignment asks you to tell us how you learned in this class. Because one of the goals of the course involves learning historical mindedness—a concept that merges knowledge of historical evidence, critical thinking skills, and effective research strategies—it is important to reflect on that process at the end of the semester. Reflection matters in the learning process because it helps one solidify and internalize what has been gained from the course. Over time I have discovered that students who are most successful in college coursework are the ones who internalize and/or personalize the material. Once they see how it applies to them specifically, not just to the history of the United States (in the case of this class), they become more engaged and retain the critical thinking skills and the material longer. TASK: Write a letter to future students in this class in which you explain how to succeed. There are no wrong answers for this assignment, but there are specific concepts that must be discussed and evaluated as you deal with the following charge: Your letter must address the larger context of how the class impacted you on a personal level. How did it reinforce and/or challenge your beliefs, convictions, assumptions, previous knowledge, etc.? Be honest and be thoughtful. In doing so, your letter must explain:
1) why and how this course’s approach to history is different from rote memorization; 2) why and how information literacy skills helped improve the process of “doing history”;
3 how you went about selecting which documents to evaluate in your essay assignment and in your discussion board work for each topic; 4) why and how seeing scholarship (meaning academic writing, not scholarship money) as an active conversation in which you are a participant changes the way you think about your role as a student; 5) and, why and how textual, audio, video, and visual sources are similar and different, noting the rewards and challenges of working with each.
If putting the assignment in the form of a letter proves too difficult for you, you may write a straightforward reflection, but to be eligible for full credit your work must adhere to all the requirements described above. CRITERIA FOR SUCCESS:
1. Permissible and impermissible sources: Completion of the paper assignment requires consultation of no additional sources beyond those materials assigned for the class. Any use of class materials should only be done to support points you make as you reflect. You must not use Wikipedia or any other Internet source. What you write must be entirely your own work.
2. Formatting: Make sure that your paper is typed and double-spaced, has standard one-inch margins, 12-point font, Times New Roman. Put page numbers on your document.
3. Late papers: Late papers will not be accepted.
4. Citations: There should be no need to cite because there should be no need to quote for this assignment but if you do cite any of the assigned course materials then use the parenthetical method as you did for the Section Assignments.
5. Word Counts: Word counts will be strictly enforced. Essays that are too short will earn a failing grade. Your TA will quit reading at the 1500th word, meaning that any words after that won’t be graded.
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Religions Chart Assignments (4 over the course of the semester- 25 points each)
Directions:
Complete the Religion chart Assignment. Utilizing the provided template and using primarily the textbook and scholarly sources, provide concise (250-300 word) summaries of each assigned religion for that unit. Each religion should be summarized separately. Each unit’s Religions Chart is worth 25 points.
All sources must be properly cited, including the text. ALWAYS cite your sources. Discovered plagiarism may result in loss of credit for submitted work.
All unit Religions Chart work must be submitted by Sunday 11:59 PM of the unit in which it is assigned. No late work will be accepted for credit.
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Origins: Founder, Key Figures, Historical/cultural Development, Cosmogony (creation stories), MythsHOW THE RELIGION STARTED …* Write a summary of two select Religions!
BasicBeliefs: God, Afterlife, Humanity, Evil, scripture/sacred writings, authority, other unique beliefs or points of view.WHAT THE RELIGION BELIEVES …* Summarize each
Practices: Annual Festivals, Regular Meetings, Rites of Passage, Ethical Codes, Expectations of Individual PietyWHAT THE RELIGION DOES* Summarize each
SacredSpaces: Geographical Locations, Special Places, Typical worship location, sacred worship objects.Hint: see pictures in the chapter.WHERE THEY WORSHIP …* Summarize each