Reviewed the Incarceration by the Numbers section in the Deviance and Crime module
This is a brief discussion, so you are not expected to write as much as you have in your first discussion. Instead, in about a paragraph write about two things.
What are two takeaways that you had after engaging with the website and data?
Explain why these two takeaways matter in terms of our view of incarceration in the United States. For example, you might explain why these takeaways matter.
Writing a “meaningful” discussion
Remember that meaningful discussions typically have a few components. First, they should cite a variety of the materials available for review or covered in class. This demonstrates your level of engagement with the course content. Second, meaningful discussions go beyond repeating what others have said. Your discussion can include quotes from the sources but they should be primarily made of your own words so you can demonstrate the development of your own sociological perspective and voice. Third, expressing opinions are absolutely fine but they ought to be grounded in some sociological perspective or theory, not just how you feel.
PERSONAL ETHICS PHILOSOPHY PRESENTATION ASSIGNMENT INSTRUCTIONS OVERVIEW The aim of the Personal Ethics Philosophy Presentation Assignment is to practice and demonstrate effective oral communication while presenting your Personal Ethics Philosophy Paper in a professional manner. INSTRUCTIONSRecord a 9 — 15-minute video of you presenting your personal ethics philosophy paper. You may utilize Kaltura (preferred), YouTube, or any other compatible video format to submit your presentation. Please see the Personal Ethics Philosophy Presentation Resources section for instructions on submitting your video in Canvas.The presentation, as in your paper, should include the following elements: Summarize your worldview as it pertains to ethics. Describe your personal life vision and mission. Explain how you will apply Christian ethics in your personal life roles. Explain how you will apply Christian ethics in your professional work roles. Explain how you make ethical decisions and utilize an ethics decision-making process. Explain how you may be able to influence the ethical culture in your work organization. If work an organization does not apply to you right now, you may use a previous organization or a hypothetical future organization, preferably in the aviation industry.The presentation should be accomplished in a professional manner: Dress professionally, as if in a job interview. Utilize a professional looking background. You as the presenter should be seen in the video presentation; if using slides, you may be in an inset. You may be creative in your presentation format and style. You may use presentation aids in your video presentation including power point or another slide show format
Introduction to the Problem Assignment Instructions
Overview
In the Introduction to the Problem section of an educational report, you will introduce the reader to the problem of practice. A problem of practice is any identified educational area that focuses on processes or practices that are observable and measurable and that may be improved upon or solved. The Introduction to the Problem should begin with a clear statement of the problem.
Instructions
For this assignment, you will use the information from the textbook reading this week to write an Introduction to the Problem that you are interested in solving or improving for your applied research study. This is a 3-page assignment.
• The first page should be a correctly formatted (current APA style) title page that includes the title of your study.• The second page should include a well-developed, and concisely written, Introduction to the Problem for your study. At least one citation from a scholarly peer-reviewed journal article published within the past 5 years must be included. • The third page should be a correctly formatted Reference page with at least one reference. • See the example provided.
You must apply the information from the textbook reading to be successful on this assignment
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Word Limit: 1500 words excluding appendices, figures and tables.
Weight: 20% of overall final grade.
General Details
This is an INDIVIDUAL Assignment. We strongly discourage plagiarism, as it will be penalized as much as possible. However, it is not collusion if you discuss the questions with other students, but you need to submit your own original work. Note that we may request you come in and explain your assignment in person if we feel your assignment is too similar to another students’ work.
This assignment in total has 30 marks that correspond to 20% of your final grade.
Once completed, you will need to submit your ‘Microsoft Word’ document via CloudDeakin. You must submit a single file only that contains a cover page with your name and student ID.
If you are submitting your assignment as a PDF document, please ensure that you are also submitting as a Word document to enable word counting.
Please ensure the Word document is self-contained (i.e. all your tables and figures should be in the word document). You will not need to submit a hardcopy.
Penalties for late submission: The following marking penalties will apply if you submit an assessment task after the due date without an approved extension: 5% will be deducted from available marks for each day up to five days, and work that is submitted more than five days after the due date will not be marked. You will receive 0% for the task. ‘Day’ means working day for paper submissions and calendar day for electronic submissions. The Unit Chair may refuse to accept a late submission where it is unreasonable or impracticable to assess the task after the due date.
For more information about academic misconduct, special consideration, extensions, and assessment feedback, please refer to the document Your rights and responsibilities as a student in this Unit in the first folder next to the Unit Guide of the Resources area in the CloudDeakin unit site.
Building evidence of your experiences, skills and knowledge (Portfolio) – Building a portfolio that evidences your skills, knowledge and experience will provide you with a valuable tool to help you prepare for interviews and to showcase to potential employers. There are a number of tools that you can use to build a portfolio. You are provided with cloud space through OneDrive, or through the Portfolio tool in the Cloud Unit Site, but you can use any storage repository system that you like. Remember that a Portfolio is YOUR tool. You should be able to store your assessment work, reflections, achievements and artefacts in YOUR Portfolio. Once you have completed this assessment piece, add it to your personal Portfolio to use and showcase your learning later, when applying for jobs, or further studies. Curate your work by adding meaningful tags to your artefacts that describe what the artefact represents.
Specific Requirements: Please provide your answers in a Word Document where the page format will be single spaced, 1-inch margins everywhere (top, bottom, left, right) and 12-point Times New Roman font. If you would like to provide references, please use the APA style
References, graphs, figures and tables are not subject to word limit. You are expected to provide at least 4 digits in your answers. You are expected to provide the computer outputs along with your word submissions. You can do this either by adding your excel file as another attachment or simply by copying and pasting the computer outputs in the word file. For the second method, you can either include the computer outputs in the word file directly in each answer or you can create an appendix of computer outputs at the end of your word file and refer to the appendix while answering the questions.
Regression Models using Cross Section Data
Use the data set in DATA_ASSIGNMENT, which includes information on number of medals won by each country in 2012 and 2016 in the Olympic Games held in London and Rio de Janeiro, respectively, and the characteristics of each country. Country ID is the country identifier. Year denotes the year when the Olympics games were held. Real GDP is the Real Gross Domestic Product of country in billions of dollars. Population is the number of people living in country in millions of people. Total Medals in the sum of gold, silver and bronze medals won by country. Host Country is a dummy variable that takes the value 1 if the country is hosting the Olympic Games and takes the value 0 if the country is not hosting the games. Planned Economy is a dummy variable that takes the value 1 if the country is a planned economy (or was a planned economy in the past), and 0 otherwise.
Present the descriptive statistics of the variables RealGDP, Population, Total Medals. Comment on the means and measures of dispersion (standard deviation, skewness, and kurtosis) of the variables.
Estimate the following simple regression model of total medals and real GDP.
TotalMedals=β0+ β1RealGDP+u
Write down the estimated sample regression function and interpret both coefficient estimates.
Now estimate the following simple regression model with a level-log specification.
TotalMedals=β0+ β1log(realGDP)+u
Report your regression results in a sample regression function. Interpret the estimated coefficient of log(realGDP). Provide an explanation of the sign of the slope coefficient.
Now estimate a model that relates the total number of medals to the real GDP and population:
TotalMedals=β0+ β1realGDP+ β2population+u
Report your results in a sample regression function. Everything else constant, what happens to the total medals if a country’s population increases by 10 million (ignore statistical significance for now)? What can you conclude regarding the comparison of the goodness of fit of this regression model versus the regression model in part (ii)?
Now re-estimate the equation in (iv) but using the log of independent variables. That is, estimate the model,
Interpret the coefficient of log(population). Test whether log(population) is statistically significant at 1% level.
Using the estimated model in (v), test whether the coefficient of log(realGDP) is greater than 3 at 5% level of significance.
Add the variable planned economy to the level-log equation in (v) and estimate the following model.
TotalMedals=β0+ β1log(realGDP)+ β2log(population)+ β3plannedeconomy+ u
Interpret the coefficient of planned economy variable. Test whether the coefficient of plannedeconomy is less than 20 at 1% level of significance.
Test the overall significance of the model you estimated in part (vii) at 5% level of significance.
Suppose you want to test whether Host countries win more medals than other countries. Specify a regression model that will enable you to test such a hypothesis using the model in (vii) as a base. Test whether Host countries win more medals than non-host countries at the 5% level of significance.
Using the estimated model in (ix), test whether planned economy and host country variables are jointly significant at the 1% level of significance.
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Write a three-body paragraph about how nanotechnology is using in the environment and other fields except for the medical field and explain their benefits. Complete these body paragraphs in two days and submit them.
Write the counterarguments section of nanotechnology on more than one page.
Just because you are arguing against something does not mean it has no value at all. Addressing the positive aspects of the opposition works as a form of empathetic listening. Shows the reader you are not unaware of or ignoring these points.
Write the conclusion and abstract sections of nanotechnology on more than one page.
Conclude the section Again, let the reader know this section is done and you are moving on. Another good opportunity is to use empathetic listening. Can address how these things may change in the future to support your argument even more
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By the due date assigned, submit the Informed Consent Letter to theSubmissions Area(please note that this is only an example and no data may be collected).
Informed Consent Letter
Procedure section is clear, described in detail, specific, and all inclusive. Written in lay language (as documented by reading level score). Includes risks and benefits relevant to study. Address assent (if applicable).
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Conduct a “Windshield Survey” in a section of your community. Instructions for the survey can be found in Stanhope and Lancaster (2020) on page 383, Table 17.5. As you notice, conducting a Windshield Survey requires that you either walk around or drive around a particular section of the community and take notes about what you observe. A Windshield Survey cannot be conducted by reviewing websites or Google Earth only. It requires actually taking a look at the selected area of the community. This survey should be focused on the problem and population you have selected for your practicum project. If you choose, for example, obesity among Hispanic schoolchildren, you might want to locate a section of the community where many Hispanic children live, or you might want to conduct the Windshield Survey around where Hispanic children attend school. If Hispanic children are not found in a specific section of your community (e.g., Chinatown in San Francisco or Harlem in New York), then you may select the section of the community where you live or work but pay particular attention to your practicum population and practicum problem as you conduct a survey of the community as viewed through the eyes of the public health nurse.
Submit a 3- to 4-page paper including:
Introduction to the community, including the name of the community and any interesting or historical facts you would like to add about where you live
Photographs of the selected area of the community that serve as evidence of your observations and hypotheses
Windshield Survey findings, including a description of the section of your community that you chose to survey
Description of the Vulnerable Population and Available Resources
Demographics of the vulnerable population
What social determinants create their vulnerable status?
What community strengths exist to assist this population?
Conclusions based on Nursing Assessment of the Community
Select at least 5 scholarly resources to support your assessment. Websites may be included but the paper must include scholarly resources in its development.
For this Assignment, review the following:
AWE Checklist (Level 4000)
BSN Program Top Ten Citations and References
Walden paper template (no abstract or running head required)
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Part I: Photography For this part of the assignment, select a current news article from AP News (you may use their website or an article from the World News section of your newspaper) that contains at least one photograph that is cited with the photographer’s name. Read the article, and then download the photograph or photographs (or take a photo if it is from a newspaper). Then, research background information about the photographer using the CSU Online Library or another reputable source. In your essay, include a copy of the photo or photos, give a summary of the article and photographer’s background information, and explain how the photograph or photographs helped explain or support the news story. You can also write about what other photographs could have helped explain the story better or are lacking from the story.
Part II: Video For this part of the assignment, select a current news article from AP News (or another reputable news source) that features a video. Research the issue or event featured in the video. In your submission, provide a link to the video, give a summary of the article, and explain how the video helped explain or support the news story. Include what other footage could have helped explain the story better or are lacking from the story.Your submission must have a minimum of 2 pages of writing. Adhere to APA Style when creating citations and references for this assignment. APA formatting, however, it is not necessary.
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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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