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Q1: ou'll need to prepare a sheet metal drawing in AutoCAD. This drawing will contain a multiview drawing and a 3-D model of a custom bracket that will be used in an HVAC system. If you draw everything correctly, you'll be able to place a flat pattern for this bracket in the same drawing. Here, you'll start with some rough models and drawings of the bracket, and you'll need to build a multiview drawing and a flat pattern for this component. Multiview Drawing of your Bracket The bracket you are designing in this project will attach to an overhead beam and to the ductwork using bolts. The bracket will include two bends and will be drawn in Imperial units. In your multiview drawing, you will need to include holes for these bolts that are drawn to standard sizes. The bolts that will be used to attach the bracket to the ductwork and the overhead beam are #1/2-13 threaded bolts. Use the link below to find the required hole diameter for this bolt. You will need to use this hole diameter in your CAD drawing. Take note of the hole size you will need to accommodate these bolts. To find specifications for Imperial and metric bolts, use the Guide for Specification of Imperial Bolts, Threads and Hole Fits in Advanced LIGO Parts. To get started, open a new drawing in AutoCAD. Type the UNITS command into the command prompt to bring up the Drawing Units dialog box. Change the decimal precision and make sure the units are set to inches. You can reduce the precision to three decimal places. Also, check that the angle units are set to degrees. Click on the Direction button to open the Direction Control dialog box. By default, east should be specified as 0° for angular measurements. On the Home tab, select the Annotation drop-down box and select Manage Annotation Styles under the standard style. Set the font of your annotations to Courier New. Finally, you'll need to define an appropriate scale for your drawing. Next, you'll need to define the paper size you want to use for your drawing. Switch to your Layout, delete any content that appears in the layout, and turn off the grid. Click on the Output tab, and then select the Page Manager button. The Page Setup Manager dialog will appear; select the Modify button to change the page size. Another dialog will open, and you'll see a list of paper sizes on the left side of the dialog. Select the ANSI B paper size. A screenshot of the title block that will be used in the drawings for this project.FIGURE 1—A screenshot of the title block. Now go back to your layout and start adding a title block and a window that will show your drawing. Make sure that you draw your title block in the paper space, not in the model space. The title block will be 1 inch tall and should be split into five boxes. Your title block should have two rows, each 0.5 inches in height. The boxes showing your student name, ID number, a box with “Graded Project”, and a box for your scale should be 4 inches wide. The final box will contain the title of your drawing. Leave approximately 0.25 inches for the top and bottom margins, and leave approximately 0.75 inches for the left and right margins. Figure 1 shows how your title block should look. This title block will be used for all the drawings you create in this project. One of the best habits you can develop when using AutoCAD is to carefully define your layers. The layer names should be descriptive. Developing the habit of assigning color and linetype by layer and using only descriptive layer names will help you keep track of the various elements in your drawings. As you start building your drawing, you'll need to create new layers for hidden lines, bend lines, bolt holes, center lines, and annotations. Go to the Home tab and choose the Layer Properties button to bring up the Layer Properties Manager. In this project, you'll need to start by defining six layers. The names of these six layers should be “Bracket,” “BoltHoles," "HiddenLines," "CenterLines,” and “Annotations.” Change line color in each layer to match the following color scheme in the Color Scheme for Layers table. Color Scheme for Layers Layer Color Bracket White BoleHoles Yellow HiddenLines Magenta CenterLines Cyan Annotations White Once you've created your layers, you'll need to define linetypes for each layer that match the standard conventions for the different types of lines. To do this, go to the Properties box on the Home tab. Select the drop-down box for linetypes and choose Other. From here, you can load standard linetypes and add them to the linetype drop-down list. Select the Load button; you'll need to add the "ISO dash space” and “ISO long-dash short-dash” linetypes. Finally, you'll need to define a linetype scale so that you can properly see these linetypes. To do this, use the LTSCALE command and set the scale to 0.02. Now that you've defined your layers and linetypes, you're ready to start drawing your bracket. This particular bracket is a U-shaped metal hanger. This bracket will be made from soft aluminum that is 0.25 inches thick. The bend radius for all bends will be 0.1 inches. If you look up a K-factor for this material and bend radius, you will find that the K-factor is 0.33. All bends in this drawing will be 90° bends. You'll need to use this to calculate the bend deduction and the bend allowance. A drawing showing a rough sketch of the bracket you will create in this project. The end face and a view of the base are shown. FIGURE 2-A rough sketch of the bracket for this project. Note that this sketch is not drawn to any scale. First, draw the outside face, a top view, and a side view of the bracket. You'll often need to prepare a fabrication drawing from a rough sketch prepared by a colleague. Figure 2 shows a rough sketch of this bracket with the location of the drill holes. If you look at the left side of Figure 2, the center of the lower hole is 1.5 inches above the bottom of the base. The next hole is 1.5 inches above the first hole. If you look at the top view, each hole is 1.5 inches from the outside edge. The holes are aligned along the center of the base and the edges. In total, each face and the base of the bracket will have two drill holes. The holes on the base and on the faces should be centered along the length of the bracket. The dimensions in the above figure refer to the total length and width, meaning that these measurements include the thickness of the sheet metal used to form the bracket. A drawing showing a sketch of the bracket you will create in this project. The end view, top view, and side view are shown. FIGURE 3—A sketch of the bracket for this project in AutoCAD. When building your multiview drawing, you'll need to place the end view of the bracket shown in Figure 3 in the bottom left portion of the drawing. You'll show a top view above this, and a side view should appear to the right. Start by drawing the outline for each view, either as lines or polylines. Make sure to place each type of line (hidden, bolt holes, and center lines) in the appropriate layer. Placing these center lines and hidden lines will help you create your drawing very quickly. In order to properly align the drill holes, you should manually enter offsets for your lines and circles as you draw them. The easiest way to draw the bolt holes is to use the Circle (Center, Diameter) tool. A screenshot in AutoCAD of the bracket in 3D. This model is shown in an isometric view.FIGURE 4 A 3-D drawing of the bracket. Now, you'll create a 3-D model of this bracket in the same drawing. Create a new layer, and name it Model. Switch to this layer and start drawing out a 3-D model for the bracket. For this model, you should use lines to draw your bracket as this will make it easier to erase overlapping lines in your model. Keep in mind that you'll need to rotate the bracket to an isometric view after it is finished. Draw your model from the top view in the X-Y plane. Figure 4 shows a 3-D view of the bracket in an isometric view. After you have finished your model, you will need to rotate it to an isometric view. To do this, select the model and type the ROTATE3D command. In total, you'll need to rotate the model three times. You'll see several options in the command line. These commands allow you to select the axis about which the model will rotate. After you choose an axis, you will need to select a reference point on the 3-D model. It's best to choose one of the corners of the model. Try to choose the same corner for each rotation, otherwise, the model may move to a strange location and it might overlap with your multiview drawing. You'll perform the following three 3-D rotations: X axis, -90 degrees Y axis, 45 degrees X axis, -35.2466 degrees You should now see an isometric view of your model next to a 2-D view of your multiview drawing. Note that a 3-D perspective in a multiview drawing should not have any overlapping lines, and hidden lines are not normally used in these models. Once you get to this point, you'll need to start removing overlapping lines that would normally be shown as hidden lines. Some lines can be selected and deleted, but other lines may have to be extended or shrunk so that they do not appear behind one face of the bracket. For the bolt holes, show only the circles that can be seen from the isometric view and delete any of the circles that would appear as hidden lines. If you rotated the model correctly, you'll that there is one circle in the base that is cut in half by the end of the bracket. This circle needs to be replaced with an arc. The easiest way to draw this arc is to use the Center-Start-End setting. Rotate the view so that the viewport to the top view so that you are looking at the bracket from above. Follow the instructions below to set the isoplane so it matches the rotated viewport. If you need to draw a line in a rotated drawing, you'll need to change the isoplane you're working in to match the current view in AutoCAD. By default, the isoplane is the X-Y plane when you begin a new drawing. One easy way to change the isoplane is to rotate so that you are facing the plane in which you would like to draw. Once you rotate to the desired plane, use the UCS command and select the View option. The isoplane will now patch your view and you can start drawing 2-D lines and curve. To reset back to the original isoplane, type the UCS command and select the World option. A screenshot in AutoCAD of the finished multiview drawing. The upper right portion of the drawing shows the 3D model in isometric view.FIGURE 5—A multiview drawing with a 3-D model of the bracket. Once you're finished, your multiview drawing and your 3-D model should look similar to Figure 5. Drawing Your Flat Pattern Now you are ready to draw your flat pattern. If you look at the rough sketch in Figure 1, the dimensions are given as the outer dimensions of the bracket. In order to draw the flat pattern, you will need to calculate the bend deduction. You'll need to calculate the bend deduction for each bend. Use the formulas to calculate the bend allowance and the bend deduction before you start drawing your flat pattern: You should find that the bend deduction is 0.0633 inches and the bend allowance is 0.2867 inches. Once you've calculated the bend deduction, you can calculate the total length of the sheet. If you add up the total length of the sheet and subtract the bend deduction for each bend, you'll find that the length of the sheet is 13.8733 inches. This is long enough that it's better to draw the flat pattern vertically. Draw the outline of the flat pattern in your Model view. Because of the bend in this bracket, you'll need to place bolt holes from the edge of the flat pattern. Remember that the bolts are defined based on the location of the center of the bolt hole; draw in your circles while carefully paying attention to the distance from the edge. Just like with drawing lines in your multiview drawing, this will be easiest if you type in the distances for your endpoints while you are drawing. To place the two holes that will appear in the base of the bracket, you'll need to offset the center of the bolt hole from the middle of the flat pattern. The total length of the sheet, including the bend deduction, is 13.873 inches, so the distance to the middle of the sheet is 6.9365 inches. The holes in the base of the bracket are separated by 3 inches. Therefore, each hole will need to be offset from the center of the sheet by 1.5 inches. A screenshot in AutoCAD showing the location of one of the bend lines.FIGURE 6—The process for placing a bend line. The last step is to draw your bend lines. Normally, you would need to calculate this location based on the bend allowance and bend deduction. However, there's a very easy way to place the bend line in this flat pattern by using the location of the holes on the base and the end. If you take a moment to draw a dimension line across the bend region connecting two holes, you should find that the distance is 2.9365 inches. This is shown in Figure 6. The bend line should be placed in the middle of these two holes. Because you now have a measurement for the distance between these two holes, you can easily calculate the distance to the midpoint. This is the location where you should draw your bend line. This is shown in the green line in the above figure. Repeat this process for the other bend line. At this point, you have drawn all the important portions of this drawing and you can start creating a final draft. Moving Your Model to Paper Add a table with two rows to your layout in the upper right corner. Make sure you add this to the paper space and not the model space. Each row should be 0.5 inches tall and 7 inches long. Add the following information to your table: Thickness Bolt size Bend R Material 0.25 in. #1/2-13 0.1 in. Soft Al Place this table so that it lines up with the upper right corner of the drawing. This should connect to the outline on your paper. Switch to Model space and arrange your model so that it sits in the lower left portion of the paper. Place the flat pattern in the right side of the paper. If everything was drawn correctly, you'll be able to use a 1:2 scale. At this point, you should start adding dimension lines in the Annotations layer. Note that you don't need to add every single dimension to this drawing. This should show you the advantages of using a multiview drawing; the various portions of the drawing are aligned with each other, and this reduces the number of annotations required to indicate dimensions. As a final step, select everything in the drawing and change all of your lines to black. Your finished drawing should look like Figure 7. The finished sheet metal drawing for this graded project.FIGURE 7—The finished sheet metal drawing. Inspecting Your Work Before sending your drawings for grading, examine your drawings for any errors. Make sure your name and student number appear on every drawing, and in the filename. As part of your inspection, consider the following points: Check for correct shape, size, and placement of entities. Exact placement can be confirmed by checking the coordinates of all lines, points, and arcs. Check that the entities are on the right layers. Check to ensure your blocks are the correct size, if you have used any blocks. Use the ERASE command to delete any unwanted marks. Make sure your name and student number appear on the drawing title blocks and in the filename (for instance, John Smith HVAC Sheet 1.dwg). When you feel confident that your work is complete, submit your work. Send in this material as soon as you complete the project. Don't wait until your work on the next project is finishedSee Answer
Q2: CAD101 Mid-Term Submit one pdf with header and folder link. 1. Create Front, Top and Right view with all dimensions for the following (15 points each) isometric views 1.jpg a. b. C. 10 15 All dimensions should be placed between the views and not within the part. d. e. f. All center lines and center-marks should be utilized where possible. g. Hidden lines must be demonstrated in one view. h. Missing dimension -1 point each. i. Redundant dimension -1 point each. j. Any dimension obscured by another dimension or feature -1 point each. k. Wrong line type -1 point each. I. Hidden lines or center lines not correctly ended -1 point each. m. Dimensions should reflect the ability of the measurement and only one digit beyond the decimal. n. Diameter call out multiple holes 2X 01.0 0. 2. Create Floor plan your choice (40 points) b. a. 26'-0" BEDROOM 3 9-8" X 12'-2" BEDROOM 2 9'-8" X 12'-2" BATH MASTER BEDROOM 13'2" x 12'9" CLOSET UTILITY Ο CLOSET 50'-0" DECK 12'-0" X 8'-0" D DINING 10'-6" X 9'-0" KITCHEN 10"-4" X 11'-6". M.BATH 11-6" X 11'-6" GREAT ROOM 21'-0" X 15'-4" MASTER BED 11'-6" X 15'-4" PORCH 28'-0" X 6'-0" BATH Ref BATH COAT STORAGE KITCHEN DINING 13'6" x 10'9" R/O BEDROOM 2 9'10" x 9'8 BEDROOM 3 10'0" x 8'8" LINEN CLOSET LIVING ROOM 16'4 x 12'0" 52'-0" -28'-0" GARAGE 11'6" x 20'0" 44'-0" mm WIC 7 11-9 x 6-8 BATH 9-8 X 9-4 CUSTOM SHOWER 6-6 × 9-4₤ Laundry 50'-0" 8 FT DEEP PORCH KITCHEN/DINING 19-8 X 13-0 MASTER BEDROOM 16-0 X 14-0 GREAT ROOM 19-8 X 17-0 6 FT DEEP PORCH BEDROOM 3 12-0 X 12-0 BATH 2 BEDROOM 2 12-0 X 12-0 C. d. Must draw full scale. e. f. You use offset lines or multiline features. Interior walls 4 ½", Exterior and load bearing walls 6½" g. Show dimension (do your best but do not need to be exact just to scale) h. Show Texts İ. Add doors and window where you think. j. Show bedroom, dining and family room furnishing. k. Use ADCenter for components where possible. i. Try https://cad-blocks.net/ for mac computers. 3. Bonus points (5pts - 15 points pending on your work) a. Value based on difficulty. b. One model of your choice that was done this semester but not assigned for class. i. It can be one of the above floor plans not done. ii. It can be one of the isometrics. iii. It can be any drawing on-line.See Answer
Q3: 3:16 5G 04 Section Views 704 6. Grade Beam Draw the Grade Beam foundation detail in Figure 26-40. Do not include the dimensions in your drawing. Use the Hatch command to hatch the concrete slab with AR-CONC hatch pattern. Use Sketch to draw the grade line and Hatch with the EARTH hatch pattern. Save the drawing as GRADBEAM. FIGURE 26-40 4 1-3" 45 87 7. Tool Palettes, Solid Fill A. Open the OFFICE-REV drawing that you last worked on in Chapter 21. Next, open the Tool Palettes. B. Make a new Layer and name it CARPET. Accept the default color, linetype, etc. Make CARPET the Current layer. C. Draw a Line across the doorway threshold of one of the two offices. Next, drag-and-drop a Solid pattern from the standard Hatches and Fills palette into the office. If problems occur, check to ensure that there are no gaps in the office walls. AA > 704 platform.virdocs.com REUSE AA = 3:16 705 Chapter 26 D. When the solid pattern appears in the office, notice that the pattern may cover the outlines of the walls and furniture items. Use the Draworder command to move the new hatch pattern to the Back. Your drawing should look similar to that in Figure 26-41. FIGURE 26-41 5G 04 == Q TT : Electri Mecha... Imperial Hatches Solid ISO Hatches E. Using the same technique, fill the other two office spaces with carpet from the tool palette or use another wood floor pattern such as HOUND. (Depending on the selected pattern, you may have to select Properties from the shortcut menu and change the Scale.) F. Use SaveAs to save and rename the drawing to OFFICE-REV-2. 8. Solid Fill, Fill Command A. Open the OFFICE-REV-2 drawing if not already open. Make a new Layer and assign the name WALLS. Accept the default color, linetype, etc. Make the WALLS layer Current. B. Use the Hatch and Gradient dialog box to apply the Solid hatch pattern to the walls of the office. C. Use the Fill command and turn Off the solid fill. Use the Regen command to apply the new Fill setting. Does Fill affect only the walls, or does it affect the other carpet solid fill patterns? D. Turn Fill On and Regen. Save the drawing. > 705 platform.virdocs.com Tool Palettes-All PalettesSee Answer
Q4:Individual Task 4: Describe what testing has been undertaken on your sub-system of the prototype to confirm that the analysis conducted is valid? What were the results you obtained and did this/n Macquarie Investments Project Title: Space Crane Gearbox 1. Background and Context Following the development of a long list of novel and successful space equipment, the entrepreneur Dr Diasinos has identified a new, exciting and potentially profitable opportunity. Macquarie Investments are currently seeking tenders, which will include a detailed design analysis and a working prototype, for a gearbox that will be suitable to assist with the establishment of a settlement on the moon. This document outlines the requirements that the entrepreneurs have determined are necessary for this device, and a scoring method that they will employ to deem which prototype performs most competently. 2. The Challenge The project challenges students to evaluate their engineering design skills by designing and constructing a prototype gearbox device that will be suitable to be launched from earth and taken to the moon to be used in a space crane. Your team, which consists of no less than three and no more than four students, will tender for the gearbox design. You follow the design process which includes the need for extensive analysis to demonstrate the gearbox performance prior to constructing a prototype to validate your analysis. You will also present your product to the entrepreneurs prior to the competition that will provide you with feedback on the aesthetics and perceived capability of the device. To be the successful tender, your crane gearbox must provide the best compromise in lifting capacity, mass, volume, cost, and efficiency as determined by the scoring rubric provided without contravening the requirements stipulated in this document or future clarifications. 3. Safety 3.1. Health and safety are concerned with the identification, evaluation and control of hazards and thus are of critical considerations in engineering design and product development. Engineers should know that injury and damage to equipment and the environment occurs when the control of energy in a system is lost. 3.2. To protect yourself from the hazards associated with constructing your device, you must wear appropriate personal protective equipment (PPE) such as protective clothing, footwear (closed-toed shoes), safety glasses, gloves and masks where appropriate. Although PPE can protect you, it does not eliminate the hazards and thus does not protect anyone else. Therefore, you must carry out risk assessment of tasks in constructing and running your device, and then submit it to your tutor for approval prior to performing those tasks. Note that your device will not be allowed to be operated on the competition day, and the design report will not be accepted, if the risk assessment of your device is not approved prior to the competition week. Project outline and regulations - 24-3 1 4. Competition Crane 4.1. The competition crane will be used to test your prototype gearbox. It is fabricated using welded steel rectangular hollow sections for its majority. A steel plate is welded to the frame which includes a pattern of 12 holes that will allow the gearbox to be mounted to it as described in 5.3. 4.2. The 0.9m diameter pulley will be manufactured from 12mm thick acrylic with portions machined to reduce its mass. It is anticipated that this component will not weigh more than 6kg. This will include a replaceable aluminium centre that will allow the designated output shafts to be fixed to it with the aid of a grub screw. A CREO CAD model of the crane frame and pulley can be downloaded from ilearn. 4.3. The start position for the mass being raised will be from the moment that the cable's tension is equal to the weight being lifted. It is from this point that the mass must be raised to the defined height within the allocated time. This will be measured using a switch placed below the mass and a second which will be triggered once the desired height is reached. At this point the motor will be switched off for 1 second and then reversed at the same speed as that with which it was raised. 5. Prototype requirements 5.1. Each team must present only one prototype design device that serves to supply the necessary torque and angular velocity at the output shaft to raise a mass 1.2m utilising a pulley that has a 0.9m diameter. The maximum raised mass permitted will be 28kg. The mass must be raised the entire 1.2m height no faster than 10 seconds and no slower than 15 seconds and then lowered in approximately the same time. 5.2. Power will be supplied by an Andy Mark 2.5" CIM motor. For a three person and four-person group, the CIM Motor will be coupled to a 1:100 or 1:48 CIM Sport Gearbox respectively. This will be connected to the input shaft using a direct flexible coupling. The motor can be operated at whatever speed the team deem to be most desirable. During the competition, the power consumed by the motor will be monitored and compared to the theoretical power required to raise the mass at the selected speed to determine the gearbox's efficiency. 5.3. The gearbox casing must be manufactured such that it incorporates a centre casing and casing ends on either side of the gearbox. The gearbox ends must be manufactured from machined 10mm aluminium plates while the centre case will be manufactured as required by your design utilising an FDM printer or bent from 1.0mm aluminium sheet. The centre case external shape must not exceed a rectangular shape of external dimensions 200mm wide and 75mm high. The depth of the gearbox cannot exceed a length of 100mm. Except for any tapped holes used for mounting the gearbox or motor, when assembled, the gear casing must be enclosed to prevent the ingress of moon dust or other contaminants from entering under normal operation and the specified loads. Except for the input and output shafts, no item can protrude beyond the outer faces of the gearbox side plates. 5.4. Each gearbox must be connected to the crane frame or motor mount by only using M5 screws. On the crane frame and any of the 12 5.3mm holes that exist on a 52mm PCD about where the output shaft centre should be on the gearbox mounting plate. The gearbox must also have provisions for the motor to be mounted in a similar way, using any of the motor mount will also include 12 5.3mm holes Project outline and regulations - 24-3 2 that are on a 52mm PCD about where the input shaft centre should be. It is the team's responsibilities to ensure that sufficient screws are used for the connection at the gearbox mount to be able to support the forces and torques acting on the gearbox and to support the weight of the gearbox and motor assembly. When these screws are removed, the gearbox internals must not be exposed to the outside environment. It is also the team's responsibility to ensure that all mounting holes used are accessible with the tools that will be made available at the competition. 5.5. To facilitate the machining of the casing ends, there must be at least 2 additional 4.2mm holes located as far apart to each other and the input or output shaft on each aluminium plate. No machining can be undertaken within a 10mm diameter of these hole centres. The holes may be used to screw the three components of the gearbox casing together. 5.6. With the exception of the input and output shafts, the gearbox must be completely retained within a box that has dimensions of 200mm long, 100mm wide and 75mm high. If your device does not meet the specified geometrical constraints, it will not be permitted to enter the competition. 5.7. Both the input and output shafts must be either a 3/8" or 1/2" hexagonal shaft that can be sourced from Andy Mark to facilitate the easy assembly of the pulley and a coupling that will be supplied as part of the crane. These will both be fixed to the input or output shaft using a grub screw. The input and output shafts must protrude from the gearbox case from opposite ends. The input and output shaft must extend 20mm and 30mm respectively with a tolerance of +0, -1mm past their respective sides of the gearbox end's outer face. This must be positioned such that no part of the pulley contacts the gearbox case or gearbox mounting plate when being operated with the desired load applied. 5.8. In the event that shafts require the use of e-clips, a groove width of 2mm must be used to facilitate the manufacturing process that is available. 5.9. Gearboxes designed by groups of three must only utilise gears to achieve the desired speed reduction. Only groups that consist of four team members must also include a belt or chain drive system. No wet internal lubrication will be permitted. 5.10. All gears, bearings, chains, chain sprockets, belts or belt pulleys must be sourced from Andy Mark. 5.11. Once designs are complete, teams will be required to place an order for the items that they require. All materials and components for the gearbox must be in the approved resources list attached as Appendix B. No other components will be permitted. It is recommended that teams select from the available parts list that will be shared for the quickest delivery. These will be allocated on a first to have designs approved basis. When this list is depleted, orders will be placed for any further required items, but teams must be aware that a minimum of four weeks lead time is required. Only a single order will be placed for the entire class shortly after the order deadline. If any team has not placed an order prior to the specified deadline, they will have to use components that are listed as available. 5.12. Teams must design and construct their device by themselves using the specified materials, components, and methods. To minimise the turning required to manufacture the shafts, it is recommended that e-clips or spacers be used to position gears and bearings on the shafts if required. If e-clips are being used, the groove for the e-clip must be 2mm wide to accommodate the parting tool Project outline and regulations - 24-3 3 used to manufacture the e-clip groove. The diameter of the groove must be 7mm or 10mm for a 3/8" or 1/2" hex shaft respectively. Commonly available components such as LEGO, toy or machine parts are not permitted to be used to manufacture the gearbox. The cost of the components and/or their manufacture must not exceed $300. Teams are expected to include a budget in their design reports to demonstrate that the maximum cost has not been exceeded and for the cost portion of the analysis to be evaluated. 5.13. It is permitted to 3D print components for your device, but each team will be limited to 100gr of printed plastic in total. All 3D printed parts must be printed at the University and only after a tutor has recorded for your group the mass of material required for printing your component. 5.14. Gearboxes that are deemed by the judges to be hazardous to observers or surroundings will not be permitted to run in the final competition. If the judge believes that the device may damage or contaminate the crane, either temporarily or permanently, or is dangerous, the device may be disqualified from the competition. 6. Competition Procedure 6.1. Prior to any attempts on the competition day, the prototype will be scrutineered to confirm that it has met all the requirements stipulated in this document. The geometrical properties of the gearbox, i.e., mass and volume, will also be measured and recorded by the judges. 6.2. Once scrutineering has been passed, teams will be called to the crane separately and according to a random schedule to demonstrate their prototype, teams will be required to secure the gearbox to the crane and motor in less than 2 minutes. Any additional time required to mount the gearbox will be deducted from the time available for demonstrating the device. A select number of tools will be made available as stipulated in Appendix C, any alternative tools required must be provided by the team. 6.3. Prior to any attempt, a team member will be required to designate the mass that will be attempted to be raised and the speed with which the motor should be operated. Once activated, no person may influence or contact the gearbox, crane or mass that is being raised until a judge states that it is safe to do so. 6.4. The available time for each team to demonstrate their prototype will be announced 4 weeks prior to the competition date. During this time, your team will be permitted to make as many attempts as possible with any weight or motor speed combination that the team desire. Only the highest score achieved during the competition will be used. If an attempt is unsuccessful, the team can choose an alternative weight and motor speed for a subsequent attempt assuming that the gearbox is still functional and if the time limitations permit. 6.5. Note that the judges will make the final decision on all matters pertaining to the competition, e.g., safety and performance of the device, and the recorded time. Project outline and regulations - 24-3 7. Evaluation Teams are allowed to have multiple attempts during the allocated time, and the highest achieved score will be taken as the final score for the team. The final score, out of 100, is calculated using the equation below: Score = 30(0.035714L) + 15(−1.1111M + 2) + 15(-961.54V + 1.4423) +15(-0.006667C + 2.00) + 10(2E) + A + P L The maximum lifting capacity achieved during the competition measured in kg. The maximum lifting capacity that will be rewarded is 28kg. M The mass of the gearbox as presented at the competition measured in kg assuming that the mass is between 1.8kg and 0.9kg. A gearbox that has a mass above or below this range will take the largest or smallest value respectively to determine the score. V The volume of the gearbox as presented at the competition measured in m3 assuming that the volume is between 1.50x10³ m³ and 0.46x10³ m³. A gearbox that has a volume above or below this range will take the largest or smallest volume respectively to determine the score. C The cost of producing a single gearbox as presented at the competition measured in A$ assuming that the cost is between A$300 and A$150. A gearbox that has a cost above or below this range will take the largest or smallest cost respectively to determine the score. E The efficiency of the gearbox as it performs at the competition measured as a percentage assuming that the efficiency is between 75% 50% and 25% 0%. A gearbox that has an efficiency above or below this range will take the largest or smallest efficiency respectively to determine the score. A P A score, of maximum value 9, provided by Academics judging the perception that the aesthetics provide of the likelihood that the device will be successful and robust. A score, of maximum value 6, provided by Peers judging the perception that the aesthetics provide of the likelihood that the device will be successful and robust. 8. Manufacturing requirements for gearbox casing ends To reduce the cost and time required to manufacture the gearbox casing ends, the following instructions must be followed. During the machining operation, the raw material must be attached to the bed using the holes stipulated in section 5. The raw material will be provided as an 10mm aluminium flat bar 160mm wide and the required length as long as it does not exceed 220mm. If required, only a maximum of 3 tools can be used during the machining operation. These must be any of the following: • A 4.2mm drill bit (this is the hole size required for an M5 tap) Project outline and regulations - 24-3 5/nSee Answer
Q5:Problem 1) In mechanism shown below, the crank OA is 100 mm long and rotates in a clockwise direction at a speed of 200 rpm. The straight rod BCD rocks on a fixed point at C. The links BC and CD are each 200 mm long and the link AB is 300 mm long. The slider E, which is driven by the rod DE is 250 mm long. Find the velocity of slider E at shown instant: 1. Using vectors graphical method. 2. Using Instant center method. 3. Using Vector loop method (Excel sheet. Hint: 4 bar linkage then slider crank)See Answer
Q6: AEC132 Final Project AutoCAD Architectural Plans For your final project, you must complete a set of design documents in AutoCAD of a small commercial office building. The distinction between residential and commercial is that a residential structure is a home while a commercial structure is used for "business" purposes. A great example of a small, commercial office building is a fast-food restaurant. Your building must be at least as large as the typical size of a McDonalds (approximately 4,000 square feet). Your building does not have to be exactly 4,000 SF; I am simply using this example for a point of reference related to building size. Please review the attached sample plan sets provided in the respective Course Module. You may replicate one of these samples for your final project submission. Note: If you are replicating one of the sample plans, you MUST redraw it on your own. DO NOT export and/or copy PDF to CAD. At a minimum, you should include all the standards and methods which were included in the Exercises of your Residential Design Using AutoCAD textbook. This includes drawing standards for symbols, dimensions, layers, etc. Your final project must include the following elements completed in AutoCAD: 1. 60pts Architectural Floor Plan: Reference Chapter 4 - a. Walls (25 pts) b. Doors & Windows (10 pts) d. Kitchen and Bathroom Fixture "Blocks" (5 pts) e. Room Names & Labels (5 pts) f. Dimensions (15 pts) 2. 30pts - Front and Right Exterior Elevations: Reference Chapter 5 a. Orthographic Projection Accuracy (15 pts) • Walls & Roof (10pts) Windows & Doors (5pts) b. Hatching (5 pts) c. Labels & Dimensions (10 pts) 3. 10pts Construction Documents: Reference Chapters 9 & 10 a. Viewports & Sheet Setup (5 pts) Set up sheets manually, do not use Sheet Sets!!! Use ArchD titleblock, 24x36 sheet size Set Viewports to “standard” scale, either 1/4”=1'-0" or 1/8"=1'-0" b. Sheet Names & Numbers (2 pts) c. Plot to PDF (3 pts) Lineweights & Plot Style Please include all above drawings in DWG file(s). Your grade will be based on the thoroughness of information shown in the drawing files and the layers, standards, and methods used in your CAD file. Create PDF files for your printed sheets. SUBMIT BOTH DWG AND PDF FILES. DO NOT use xrefs or Sheet Sets for your Final Project! DO NOT export PDFs to CAD! Revised 5/22/2023See Answer
Q7: COURSE Project (10%) Graphics for Civil Engineering and Construction CGT 164 Semester: Spring 2024 Table of Contents I. Table of Contents Introduction ...... II. Project Description......... III. ABET Learning Outcome. IV. Project Management & Deliverables V. Turnitin........ VI. APA Style........ VII. Academic Honesty and Integrity Assurance... VIII. Copyrights.. IX. Project and team-based work.. X. Marking Scheme ......... XI. Student Assessment Rubric..... 3 3 4 4 5 5 5 6 6 6 7 Introduction Engineering projects help students to learn and acquire practical knowledge. Despite of theory concept they acquire, various industries also need to know their capacity to complete projects using their specific initiatives. Thus, we recommend students to realize engineering projects in their four years of engineering and try to present as many white papers as possible. Students who give importance to their course projects are expected to learn how to: • Work in teams including multidisciplinary teams Build a major design experience based on the knowledge and skills acquired in the course work Build a major design experience incorporates appropriate engineering standards and multiple realistic constraints Apply both analysis and synthesis in the engineering design process, resulting in designs that meet the desired needs. II. Project Description The CGT164 project intends to demonstrate students' ability to generate structural drawings for multi- story concrete buildings using the theories and applications learned in the class. In this particular project, the students are required to generate structural drawings for four-stories of a concrete building using AutoCAD software. Description of the structure system: As a structural engineer in an engineering design firm, you are responsible for generating the structural drawings for a Three-story concrete office building, including the ground floor, with total dimensions of 18 m + Fm in width by 12+ F m in depth. The building has a total height of +12m. Note that: F = your group number *0.1 The information provided by the designer of structural engineering is as follows: • • • • There are five vertical axes in the long direction and four horizontal axes in the short one. Distances between axes due to the design requirements should be: Not equal, Not more than 6m. 2.5m between only two of the middle vertical axes The height of any floor should not be less than 3.5m and more than 5m, However, the ground floor should have a greater height than the other floors. There are concrete columns that are centered at the intersections of all axes. о The external columns "C1" have square cross-sections of 250mm, instead, the internal columns "C2" have circular cross-sections with a typical diameter that ranges between 350mm to 500mm, and should satisfy the following equation: O Column diameter (d), mm ≥ (Max span between axes (mm))/12 The foundation system is isolated footings for all columns, except for the columns with 2.5-meter spacing, which shall be combined footings due to the limited spacing between the columns. The isolated footings of the external columns "C1" and the internal columns "C2" are 600mm x 600mm, and 900mm x 900mm, respectively. However, you should use combined footings if the distance between the columns is less than 2.5 m. All the footings have the same depth, which is ranging between 500mm to 800mm. The foundation shall be cast at level -2 - F m, while the top level of the ground slab is +0.5m. ■ All columns are connected with ground beams under the ground slab. The ground beams have a width of 300mm by a height of 400mm, on the other hand, All the columns are connected on the typical floors by concrete beams with a width of 250mm and a height of 600mm. The thickness of the ground slab is 150mm, whereas, the slab thickness of other floors is ranged between 200mm to 350mm and should satisfy the following equation: Max span between axes (mm) Slab Thickness (ts), mm >: 25 You are required to generate and deliver the structural drawings package with a proper scale, which should include the following: 1- Axes of columns plan, 2- Foundation Plan, 3- Ground floor Structural Plan, 4- Typical floor Structural plan, and 5- One section through the whole structure between axes B and C [without stairs]. III. ABET Learning Outcome IV. The aim of this project is to: • Draw engineering drawings according to the standards' requirements (1). • • Know the basic knowledge of the structural elements and their connections (1). Know the basic knowledge of engineering drawings professions and the importance of the graphical language to communicate with other disciplines (3). Devolve and produce engineering drawings using Computer-Aided Design "CAD" software (7). Project Management & Deliverables This project shall be submitted in one deliverable. Project Deliverable (due date is on Week Fourteen 12th, May 2024): Students of each class need to form project groups (groups of 3) The students should submit the project deliverable with all the requested sheets in a PDF and AutoCad format file. • The students should provide each requested sheet in a landscape drawing frame with the title block including all the required information and general notes (using a proper scale) • The project should start with technical details about the structure system of the building, and calculations for the internal columns' diameter and slab thickness. • Each drawing should be provided in a landscape-drawing frame with the title block, including all the required information and general notes, and with all needed dimensions with a proper drawing scale factor. V. Turnitin Turnitin is a web-based solution that lets AUM faculty and AUM students check written work for improper citation or misappropriated content. You may be assigned a username and a password to be able to upload your assignments online, when and if requested. If you face any technical problems, please contact IT at AUM. VI. APA Style AUM adopts the APA writing style for all its academic programs. AUM students need to use this style for their assignments. The following web site is of value for students: http://owl.english.purdue.edu/owl/resource/560/01/. Students are also encouraged to visit the AUM Writing Lab to receive help and guidance on all APA-related questions. VII. Academic Honesty and Integrity Assurance One of the signs that the course material has been properly understood is honesty when accomplishing the assignments. Lack of academic integrity (e.g. plagiarism, copying another person's work, the use of unauthorized aids on examinations, cheating, facilitating acts of academic dishonesty by others) will not be tolerated. Therefore, if students include ideas, sentences, or other material that are not theirs in their work, they must properly quote the source(s). Students are encouraged to consult with the instructor if they have any questions on the issues of academic integrity or technical formatting of the references. Upon suspicion and doubt of the authenticity of the work submitted, the Instructor has the right to ask the student to verify her/his work. This can be done through, but not limited to, repeating the work, oral examination or discussion, alternative or similar on spot class assignment, pop quiz, or any other action deemed necessary. If the student fails to prove the authenticity of the work, then the Instructor will apply the academic misconduct rules as mentioned in the AUM Student Handbook which may include awarding the work a zero grade. Students are expected and encouraged to be honest and to maintain the highest standards of academic integrity in their academic work and assignments at the University. Any act of Academic Dishonesty may result in severe consequences for violations range from zero grades given for the assignments, failing the course, and suspension from the University. Students will refrain from any academic dishonesty or misconduct including, but not limited to: • Upon suspicion and doubt of the authenticity of the work submitted, the Instructor has the right to ask the student to verify her/his work. This can be done through, but not limited to, oral examination or discussion, or any other action deemed necessary. If the student fails to prove the authenticity of the work, then the Instructor will apply the academic misconduct rules as mentioned in the AUM Student Handbook A zero grade will be given to all students that share exactly the same results: You will also be held responsible if someone else copies your work - unless you can demonstrate that you have taken reasonable precautions against copying. • Any violation of the AUM standards will be taken as a violation to AUM policy and can lead to penalties. If you wonder whether a course of action violates this policy, simply ask in advance and please refer to the undergraduate AUM Student Handbook. For a detailed description of academic misconduct, please refer to the AUM Student Handbook.See Answer
Q8:/n Shallow Foundations Alternative (PART 2) A* M5: Shallow Foundations Alternative (Spread Footings) Based on column loads (from Part 1 of homework) and your generalized geotechnical stratigraphy, design embedded (D-T) footings for the structure. Each column will rest on one reinforced concrete spread footing. Each footing must meet bearing capacity and settlement criteria. DELIVERABLE The design of the shallow footings will be presented as Report 5: Footings Design Report. Note: The design of the shallow footings will also be presented in the final report of this course. The report must contain: Number 1&2 DONE IN FILE 1. an introduction section, with general information on footings, footing construction methods, and examples. The introduction must contain citations. 2. A design table with characteristics for each footing: (a) location, (b) column supported, (c) column load, (d) width, (f) critical factor of safety, (g) settlement associated with the structural load (as provided in module 4), (h) differential settlement ratios (with adjacent footings), and (i) cost. Report all relevant material parameters (e.g., concrete modulus) below the table. Sum the areas for all the footings and report this area Aner below the table. Compare this area to the structure's entire footprint area Ag, as a ratio: Astr/Anet (clearly, the ratio must be < 1). 3. Three appendices: 1. Settlement calculations for (i) the footing with lowest critical factor of safety, and (ii) the footing with highest critical factor of safety. 2. Capacity calculations for (i) the footing with lowest critical factor of safety, and (ii) the footing with highest critical factor of safety. 3. To-scale design drawings (profile with soil parameters included) for (i) the footing with lowest critical factor of safety, and (ii) the footing with highest critical factor of safety.See Answer
Q9:1. Dimension One View Open the HAMMER drawing you created in Chapter 13 Exercises and use the Saveas command rename it HAMMER-DIM. Add all necessary dimensions as shown in Chapter 13 Exercises, Figure 13-39. Create a New dimension style and set the vari- ables to generate dimensions as they appear in the figure (set Precision to 0.00, Text Style to Romans font, FIGURE 29-92 + - 45° 4 to R1.50 POINT OF TANGENCY FOR ARCS -6.00 1.00 T 0.87 RO.25 R2.50- 0.63 2.38 R1,00 R4.250 and Overall Scale to 1 or 1.3). Create the dimensions in model space. Your completed drawing should look like that in Figure 29-92. 0.50 R2.500- 1.25 2.00- 12.50 2X R4.25 2X R4.25 -0.75 1.00 KALSee Answer
Q10: Shallow Foundations Alternative (PART 2) A* M5: Shallow Foundations Alternative (Spread Footings) Based on column loads (from Part 1 of homework) and your generalized geotechnical stratigraphy, design embedded (D-T) footings for the structure. Each column will rest on one reinforced concrete spread footing. Each footing must meet bearing capacity and settlement criteria. DELIVERABLE The design of the shallow footings will be presented as Report 5: Footings Design Report. Note: The design of the shallow footings will also be presented in the final report of this course. The report must contain: Number 1&2 DONE IN FILE 1. an introduction section, with general information on footings, footing construction methods, and examples. The introduction must contain citations. 2. A design table with characteristics for each footing: (a) location, (b) column supported, (c) column load, (d) width, (f) critical factor of safety, (g) settlement associated with the structural load (as provided in module 4), (h) differential settlement ratios (with adjacent footings), and (i) cost. Report all relevant material parameters (e.g., concrete modulus) below the table. Sum the areas for all the footings and report this area Aner below the table. Compare this area to the structure's entire footprint area Ag, as a ratio: Astr/Anet (clearly, the ratio must be < 1). 3. Three appendices: 1. Settlement calculations for (i) the footing with lowest critical factor of safety, and (ii) the footing with highest critical factor of safety. 2. Capacity calculations for (i) the footing with lowest critical factor of safety, and (ii) the footing with highest critical factor of safety. 3. To-scale design drawings (profile with soil parameters included) for (i) the footing with lowest critical factor of safety, and (ii) the footing with highest critical factor of safety./nNOTE: Part 1 and part 2 are done and attached by the student too. We need to do part 3 only. Provide with all the calculations along with CAD drawing files. Reader, for reference calculations for the part 3 - (the one you have to do) the first two parts should be done in excel the last has to be done in CAD. All calculations must be shownSee Answer
Q11: MEASURED ALONG "AAP" LINE Elevation [ft] ABUTMENT 1 163 162 161 160 159 158 120'-0" PEDESTRIAN RAILING MIN. CLR. -F.G. ALONG "AAP" LINE -MAX WATER SURFACE ELEVATION F.G. ALONG "AAP" LINE DEVELOPED ELEVATION ✓ EXISTING GRADE F.G. ALONG "AAP" LINE F.G. ALONG "AAP" LINE EXISTING GRADE ABUTMENT 2 Temain (2) 10 20 30 40 50 60 70 80 90 100 110 120 Station [ft] PROFILE N 0 10 20 40 SPEC. NO. 2 MISSION TRAILS PEDESTRIAN BRIDGE EXISTING PLAN APEX SOLUTIONS SAN DIEGO STATE UNIVERSITY SHEET 2 OF 3 SHEETS APPROVED FOR CITY ENGINEER DATE SUBMITTED BY PROJECT MANAGER DEPUTY CITY ENGINEER DESCRIPTION PROJECT ENGINEER APPROVED ORIGINAL DATE 03102024 FILMED TEAM ENGINEER TEAM ENGINEER/n + + ☐ 154.2 153.7 1502 1513 158.2 1512 152.7 153.1 157.2 1592 1553 158.2 158 1552 1663 205 210 215- 255 220 225 1527 260 265 270 276 280 285 290 295 ASSEDIRT ROADSTER 1672 O DIRT ROAD Q164.2 165 164.2 166.7 1576 7646 245 240 235 230 225 220 215 210 205 200 190 180 1712 1716 165.1 1716 1657 165 173.3 1664 1712 1717 165.2 166.7 175.2 173.6 1706 167.7 168.1 1672 167.7 DIRT ROAD 165.7 164.2 164.6 1582 CITY OF SAN DIEGO SEWER BOOK VOP INV-157.91 CONC ENCASED 36 TRUNK SEWER CONC ENCASED 36 TRUNK SEWER 1624 CONC + 765 DIRT ROAD GATE 1686 169.7 RM-171.9310 VCP, INV-161.62 1 MSC CONC/LID OSD BOOK PAGE LIZ SMH 48 DOC 27839-32-0) INVERT CALCD PER DOC 27839- 158.71" SW OTY OF SAN DIEGO, SEWER BOOK 40 PER DOC 14380-19-0) 10 VCP NV-180.06" NW 163.7 164.2 1729 -200 205 070 225 174.4 + 168.1 + 170 1722 1717 167.7 164.6 170.2 385 190 DIRT ROAD 1657 1717 172.2 1712 205 240 1971See Answer
Q12: AutoCAD Basic Commands Project Your project must be submitted in a .dwg file format. Your project will be individually graded by your instructor and therefore will take up to a few weeks to grade. Be sure that all of your files contain the following information: Your student ID number The lesson number Follow these steps to submit your graded project: 1. On the next page, select the Open in a new window button. 2. Choose Add a File. 3. Find the file you want to submit. 4. Choose the file and select Open. The file should then appear in the Uploaded Files section of the page. 5. After your file is uploaded, choose Submit for Grading. Be sure to keep a backup copy of any files you submit to the school. Instructions As you complete the drawing, experiment with the UNDO and REDRAW commands. If necessary, feel free to make use of the HELP command. It's there for you to use whenever you wish. Completed drawing without dimensions For this project, you won't create any text. You also won't need to print or plot your drawing for it to be graded. Keep in mind that the uploaded files will be all that's needed for grading. When you're finished, your drawing should look like what is shown in the image. Border and Title Block Questions As you complete the border and title block, ask yourself the following questions: How wide is the title block? ⚫ What's the height of the title block? What's the distance of the space between the inside border and the outer border? Procedures 1. Open AutoCAD. A new project file will be created. Save the file to your computer or another storage device, calling it Project 3.dwg, and remember to save the file after every few steps to protect your work from being lost. For this project, you'll use the default values of "Decimal" for the drawing UNITS and "0,0 lower left corner 12,9 upper right corner" for the drawing LIMITS. Also make sure the OSNAP, SNAP, GRID, and DYN (dynamic input) options are turned off since you'll enter absolute coordinates directly into the command line. You'll also need to create three layers to place your objects on - Objects, Border, and Title Block. Be sure to place your objects on the appropriate layer. 2. Using the LINE command, draw an 8½" x 11" rectangular to represent the outer border or sheet size for your drawing. Begin the outer border line at point 0,0 and draw the sheet for a landscape format. That is, orient the sheet so that the longest sides are at the top and bottom of the drawing. (In a portrait format, the drawing has its longest sides on the left and right.) Choose any method of coordinate entry to create the outer border line. 3. Draw the inside border of the sheet using the following absolute coordinates: • 0.25,0.25 ■ 10.75,0.25 ■ 10.75,8.25 ■ 0.25,8.25 ■ 0.25,0.25 4. The border you just drew may not fill your entire screen. To make it easier to see your drawing as you complete the upcoming steps, it's helpful to zoom in on the drawing so that it fills the screen. The easiest way to do this is using the ZOOM EXTENTS command. After entering ZOOM into the command line, type EXTENTS and press Enter. The rectangle you drew should now fill the screen. This source provides a detailed discussion of the ZOOM Command. 5. Create an area for the title block using the LINE command with the absolute coordinates 0.25,1.25. The ending coordinates are 10.75,1.25. The Top View While following these instructions, keep in mind that you won't be drafting this mechanical part in the most efficient way possible. Once you become familiar with more AutoCAD drafting options, you'll be able to make even better decisions about which command to use at a particular time. The purpose of this drafting project is to help you practice. As you gain knowledge, you'll develop your own ways to improve the processes. For now, though, follow the instructions given. Questions As you complete the top view, ask yourself whether, when you're creating an arc, it makes a difference which points you enter first. Procedures Begin the top view by drawing the arcs on the left and right sides of the part. Drawing arcs can be confusing as you get started because there are a number of ways to input the needed information. This procedure will lead you through three different methods to draw arcs. You need at least three pieces of information to draw an arc - a beginning point, an ending point, and what circle the arc is theoretically a part of. 1. For the first arc, you'll use the three-point method, which uses the starting and ending points as well as a third point along the arc. You can specify a three-point arc either clockwise or counterclockwise. Begin by entering the ARC command at the command prompt. Then, draw the arc with a starting point of 4.00,6.75, a second point of 3.50,6.25, and an ending point of 4.00,5.75. Please note that the ARC command requires three inputs -start, second, and endpoints. The input of three points must be in the sequence of start, second, and endpoint. 2. For the next arc, you'll use the Center, Start, End method by entering these three points. After initiating the ARC command, type the letter "c" and press Enter. The prompt should now ask for the center of the arc, which is at the point 4.00,6.00. The start and end points of the arc are at 4.00,7.00 and 4.00,5.00. AutoCAD will draw the arc counterclockwise from the start point to the endpoint, since there isn't a third point along the arc provided to determine the direction. 3. Select the Arc icon from the Draw panel on the Home tab of the ribbon to see a list of options for drawing an arc. Note that there are options for drawing an arc with the included angle: start/center/angle, start/end/angle, and center/start/angle. For the final arc in this drawing, you'll use the Start, End, Angle method. The angle refers to the angle formed if lines are drawn from the center point to the start and end points of the arc. The start and end points for this arc are 6.25,5.75 and 6.25,6.75. The angle is 180°. If the drawing displayed on your screen doesn't match this drawing, check to make sure you used the right commands and entered the points in the correct order. Enter an angle in or specify an angle by moving the pointing device counterclockwise. These sources provide more detailed tips on ARC command: •ARC Command How to draw arcs using AutoCAD Arc command The drawing you've completed to this point should contain the three arcs in the relative positions and orientation shown here. 4. Using the LINE command, draw a line segment. Begin at coordinate 4.00,5.00. Draw the line to a point that's 1.00 unit away at an angle of 0.00° by specifying the next coordinate point 5,5 and press ENTER to end the command. 5. For the next line, begin at coordinate 7.50,7.00. Draw the line to a point 1.50 units away at an angle of 270°, and press ENTER to end the command. 6. Now, begin at coordinate 7.75,5.75. Draw the line to a point 0.25 units to the right and 1.00 units up from your start point. Then, continue to a point 0.25 units away at an angle of 180°. Finally, enter C to close the shape. 7. Next, begin at coordinate 4.00,7.00. Draw the line to a point 4.25 units away at an angle of 0.00°. Continue by drawing a line that's 1.50 units straight down. 8. Next, continue drawing the line to a point 0.75 unit directly to the left. Now, continue drawing to a point 1.00 unit to the left and 0.50 units down from where you previously stopped. 9. Continue the next line segment to a point 0.75 unit away at an angle of 180°. Then, draw a line to a point 0.25 unit away at an angle of 90°. Next, draw a line to a point 0.75 units to the left, and finish with a line 0.25 units away at an angle of 270°, and press ENTER to end the command. 10. Begin at coordinate 4.00,5.75. Draw this line to a point 2.25 units away at an angle of 0.00° and press ENTER to end the command. 11. Begin a new line at coordinate 6.25,6.75. Draw the line to coordinate 4.00,6.75. Press ENTER to end the command, and your view should now be complete. The Front View Question As you complete the front view, ask yourself whether 270° is the same as -90°. Procedures Using the LINE command, draw the line segments described here. A detailed explanation of the LINE command can be found at LINE (Command). 1. Begin at coordinate 7.50,2.00. Draw the line to a point that's 0.50 units away at an angle of 90° and press ENTER to end the command. 2. Begin at coordinate 5.00,2.00. Draw the line to a point 2.00 units directly to the left of your start point. Continue by drawing the line 1.5 units away at an angle of 90°. Continue drawing the line 4.50 units directly to the right of where you last stopped. Now, continue the line 1.00 unit straight down. Next, continue the line to a point 0.75 units away at an angle of 0.00°. Continue drawing the line 0.50 units away at an angle of -90°. Finally, enter C to close the shape. 3. Begin at coordinate 3.50,3.50. Draw the line to a point that's 0.50 units away at an angle of -270°. Continue by drawing the line 3.25 units away directly to the right of where you last stopped. Finally, draw the line 0.50 units straight down and press ENTER to end the command. 4. Begin at coordinate 5.00,2.00. Draw the line to a point 1.50 units away and at an angle of 90° and press ENTER to end the command. 5. Begin at coordinate 5.75,3.50. Draw the line to coordinate 5.75,2.00 and press ENTER to end the command. 6. Begin at coordinate 6.50,2.00. Draw the line to a point 1.50 units straight up from your start point and press ENTER to end the command. 7. Begin at coordinate 7.75,2.50. Draw the line to point 0.75 units straight up from your start point. Continue by drawing the line 0.25 units away at an angle of 0.00°. Finally, draw the line from where you last stopped to a point 0.75 units away at an angle of 270° and press ENTER to end the command. 8. Now that your drawing is complete save your work on your computer's hard drive in a location where it can be accessed easily. Grading Criteria Your drawing will be graded according to the criteria found in the rubric below. Your point total will be divided by the total number of points available for the project. Skill/Grading Criteria Skilled Proficient Developing Inadequate Border and Title Block set up completed correctly 20-16 15-10 9-5 4-1 Completeness of drawing 20-16 15-10 9-5 4-1 Correct location of objects 20-16 15-10 9-5 4-1 Correct layering of objects Overall appearance Total 20-16 15-10 9-5 4-1 20-16 15-10 9-5 4-1 Submission Checklist Before submitting your exam for grading, consider the following points. • Check for the correct shape, size, and placement of the entities. • You can confirm the exact placement by checking the coordinates of all the lines, points, and arcs. . Check that the entities are on the right layers. • Use the ERASE command to delete any unwanted marks. ⚫ Save the drawing file in the .dwg file format. This is the format the file needs to be in when submitted. • Make sure you name the file using your student number and the lesson number.See Answer
Q13: 37-06-2005 AUGER CAST PILES - SH. 1 37-06-2008 FDN LOCATION PLAN - SH. 1 MODEL REF. 4-4 1'-0" 1'-0" 4'-4" PILE (SEE DWG 37-06-2005) REFERENCE DRAWINGS 20'-0" 4'-0" (APPROX) EXISTING PC-2 FDN EXISTING FDN COORDINATE LINE FDN TYPE 1 (TYPICAL 5) SEE DWG. 37-06-2022- FDN TYPE 2 (TYPICAL 3) SEE THIS DWG. ☐ [ ] € 37PS-205 4'-4" 8'-8" SQ 2'-0" SQ 1'-0" 1'-0" 4" 4'-4" 27'-0" EXISTING PC-4 FDN- 37PS-204 25'-0" EXISTING PC-6 FDN- KEY PLAN FOUNDATION FOR AIR-COOLER RACK A A 34PS-203 THRU 37PS-205 FDN TYPE 2, PIER & COORDINATE LINE PLAN FDN TYPE 2 0.5 CU. YDS. CONC. (TYPE 03). 6.5 CU. YDS. CONC. (TYPE 14) SCALE: 1/2" 1'-0" (3 REQD) (THIS DWG) 4~1 1/2" "N" P=5 1/2" L=3'-5" FDN TYPE 2 & PIER ☐ ☐☐ € 37PS-203 25'-0" EXISTING PC-8 FDN 37PS-202 25'-0" EXISTING PC-10 FDN 37PS-201 ㅋㅋ TOG EL 101'-0" 2'-4" 5'-9" 3'-5" SHEAR KEY/BLOCK OUT- (SEE PLAN) | B 6½" 12" GROUT #86" EW (TOP & BOT) SECTION A-A SCALE: 1/2 1'-0" (THIS DWG) 1~ #4 TIE SET (3 TIES PER SET) B 4~#8 EF (12 TOTAL) SHEAR KEY/BLOCK OUT 9 1/2" DIA x 8" DEEP SHEAR KEY/BLOCK OUT ANCHOR BOLT (TYP) (SEE PLAN) #4 TIES 1 APPROVED FOR CONSTRUCTION ISU DATE DESCRIPTION BY CKD APD PASADENA, TX SECTION B-B SCALE: 1"=1'-0" (THIS DWG) NOTES: 1. FOR CONCRETE GENERAL NOTES AND TYPICAL DETAILS, SEE DRAWING 37-06-2000. 2. FOR ANCHOR BOLTS AND SLEEVES TYPICAL DETAILS, SEE DRAWING 37-06-2001. 3. FOR FOUNDATION LOCATIONS, SEE FOUNDATION LOCATION PLAN DRAWING 37-06-2008. 4. FOR PILE LOCATIONS, SEE PILE LOCATION PLAN DRAWING 37-06-2005. 5. WORK THIS DRAWING WITH DRAWING 37-06-2022. BILL OF MATERIAL: ITEM DESCRIPTION 4.0 57.5 CU. YDS. CONCRETE (TYPE 03) CU. YDS. CONCRETE (TYPE 14) ONE LOT REINFORCING STEEL 32 1 1/2" "N" L=3'-5" ANCHOR BOLTS FLUOR. CONTRACT A2GV FLUOR APPROVAL Pasadena Refining PRSI S ZORB LOW SULFUR GASOLINE PROJECT UNIT 37 AIR COOLER RACK (37PS-201 THRU 37PS-205) FOUNDATION KEY PLAN, FDN TYPE 2 PLAN AND SECTIONS REV PROC MECH CONTL ELECT PIPE STR ENGM PROJ PROJ. NO.: FILE NAME: APPD MAINT.# - SCALE: 1/8"-1-0" DWG.# 37-06-2021 DATE : 37062021.DWG 37-06-2005 AUGER CAST PILES - SH. 1 37-06-2008 FDN LOCATION PLAN - SH. 1 MODEL REF. ☑ 4'-0" (APPROX) 6'-0" 8'-0" 2-0 1'-0" 1'-0" PILE (SEE DWG 37-06-2005) EXISTING FDN EXISTING FDN 1'-0" 1'-0" 2'-0" SQ 4~1 1/2" "N" P=5 1/2" L=3'-5" 5'-6" 5'-6" 11'-0" FDN TYPE 1, PIER & 34PS-201 THRU 37PS-205 PLAN FDN TYPE 1 0.5 CU. YDS. CONC. (TYPE 03) 7.6 CU. YDS. CONC. (TYPE 14) (5 REQD) (DWG 37-06-2021) 1 APPROVED FOR CONSTRUCTION REFERENCE DRAWINGS ISU DATE DESCRIPTION BY CKD APD PIER & COORDINATE LINE SHEAR KEY/BLOCK OUT 9 1/2" DIA x 8" DEEP TOG EL 101'-0" 6-9 2"-4" 3'-5" #4 TIE SETS @ 10" (3 TIES PER SET ୮ 1~ #4 TIE SET (3 TIES PER SET) -SHEAR KEY/BLOCK OUT (SEE PLAN) D 4 #8 EF (12 TOTAL) #86" EW (TOP & BOT) SECTION C-C (THIS DWG) SHEAR KEY/BLOCK OUT ANCHOR BOLT (TYP) (SEE PLAN) #4 TIES SECTION D-D SCALE: 1" 1'-0" (THIS DWG) PASADENA, TX Pasadena Refining PRSI EXISTING FDN NOTES: 1. SEE DRAWING 37-06-2021 FOR ADDITIONAL NOTES AND BILL OF MATERIAL. 2. WORK THIS DRAWING WITH DRAWING 37-06-2021. FLUOR. CONTRACT A2GV FLUOR APPROVAL S ZORB LOW SULFUR GASOLINE PROJECT UNIT 37 AIR COOLER RACK (37PS-201 THRU 37PS-205) FOUNDATION TYPE 1 PLAN AND SECTIONS REV PROC MECH CONTL ELECT PIPE STR ENGM PROJ PROJ. NO.: FILE NAME: APPD MAINT.# - SCALE: 1/2"-1'-0" DWG.# 37-06-2022 37062022.DWG DATE:See Answer
Q14: Client comments: We meant that if the dumpster were inside a bay, then we would like to have the roll-up door. I think the concept there was the wall would be up against the slope adjacent to the existing elevated access road, and the door would be there so you could pull up alongside, open the roll-up door, and pitch stuff directly down into the dumpster. The Site Plan will need paved access ways added. A pavement cross-section will be needed as well. As they develop their drawings further, more detail on how the dumpster interfaces with the adjoining slope would be helpful. Maybe add the surrounding grade profile to an elevation drawing. I think we hope that the dumpster could sit just below the existing elevated access road, so we can roll up alongside and pitch material into the dumpster without having to toss it up and over the dumpster sidewall (similar to a typical solid waste transfer station/dump). Another consideration is that I thought there needs to be some type of containment in the bay that holds the catch basin debris. It will get relatively wet and run all over. some kind of lip or recessed bay holds the watery debris until it drains. Site Description: 1. EXISTING SITE CONDITIONS The existing site for the proposed structure is an uneven lot partially covered in gravel. The impact of trucks can be seen when dumping a variety of street debris along with sand and gravel left over from a variety of projects and cleanup efforts (Figure 1.2). The site is large enough that many different configurations can be considered for the placement of the structure. The existing neighboring structure has bays on the side of the building facing the area where the shelter would be built, access to these needs to be maintained. The rest of the surrounding area is an open field with few trees, leaving the area exposed to the wind. • • Figure 1.2: Site currently used for unsorted debris. The third design choice which was considered stemmed from a metal roof support design. Having rigid metal supports and panels instead of canvas material would be more suited for high wind load areas. design involves placing the dumpster in a selected bay. This option will complicate the design of the dump area as the suggested dumpster would need to be placed at a level surface and will need an extraction method. This consideration will complicate the construction process and will add complexity to the design. The bay dumpster location will however make the design of the building itself simpler as no modifications or additions will be needed as compared to the side dump option. 3.1 SITE LOCATION The determination of structure footprint was estimated using required storage of debris decided by the client and 20-yard dumpster dimensions of 7ft wide x 22ft long (WM, n.d.). Height requirements to allow clearance for vacuum truck dumping were calculated using truck specifications for a Supersucker truck similar to the Vac-con truck currently used by the client (Super Products, 2023). Initial placement and orientation of the structure has the open bay side facing south as seen in the drawings in Appendix A. Due to potentially high uplift from wind, the structure will likely be rotated so that the open bays are facing west which will get the least amount of uplift force. 3.2 BAYS The client requires one bay to contain 200-250 cubic yards of catch basin debris, four additional bays to hold 40 cubic yards of raw materials, plus a dumpster bay. The walls of the bay should be free to move if, in the future, the client's needs are different. This can be accomplished by building the bay walls out of a modular building block such as Megablocs that can be rearranged with a forklift. While the client does not require that the bays for 3/4- gravel be covered, they would prefer the maximum amount of covered space, and with the request for a modular design, it makes the most sense to cover all the space dedicated to bays. 3.3 ROOF The roof will be made of metal and cover all of the bays. As the interior walls of the bays will be designed to be moveable, the roof will be fixed to the exterior walls only. 3.4 DUMPSTER BAY DOOR The client has inquired about a roll-up bay door for the dumpster area. This will be the only bay opening that has a door on it. The dimensions of the opening may need to be adjusted to accommodate for truck clearance and to fit an off-the-shelf door. 3.5 DRAINAGE The discharge from the staging area into the sewer system may contain significant amounts of fine sediments that need to be removed before the runoff enters the main sewer line. A weir will be constructed that filters these sediments, which can then be cleaned by hand. 8:33 Tue, Apr 2 MA < Structure notes 30' -36 + 1 Plan View HSS Columns '- 15' + IS' + 15') ✓ G = n 92% W-beams -+-15' + # 30'- 30' C-perlins S Spacing SIDE ELEVATION T 24 C-girders 10 spacing, 15 Spans blu columns Front side elevation Soffit 2' I 22' HSS lower Soffit Connection ·30'- W-beams 30' 120' x 30' building 2/3See Answer
Q15: CE418 Winter 2024 Purpose Existing Conditions and Proposed Site Plan (Group Assignment) The purpose of a site plan is to show the current and planned conditions of the project site. Existing conditions include any element of the existing site that is of interest to contractors, such as topography, utilities, and structures. All proposed infrastructure is shown on the proposed site plan, including items such as buildings, pavement, and drainage. Assignment Requirements Create a set with your general drawings (previous assignment), existing conditions, and proposed site plan drawings for your project. You may include existing conditions and proposed site on separate drawing sheets or both on one sheet. The choice depends on what is most appropriate for the project. Review of the example project drawings may be helpful for this decision. Be sure to update your sheet index (with issue log), symbols, abbreviations, general project notes, etc. as needed. The contents of the drawings will vary depending on the type of project. The following list includes some common elements in site plans. You must include all appropriate elements from this list and any other elements necessary to provide a complete picture of the existing and proposed site: Topographical information (approximately 1-foot intervals preferred) • • Property lines • • Locations and dimensions of easements, road right-of ways, driveways Locations of all utilities and connections (storm and sanitary sewers, water, gas, etc. including size of service and street location) Rim elevations, invert elevations in and out of manholes (sanitary and storm) and catch basins and pipe sizes All proposed improvements (including stormwater improvements) Locations and/or distances for all proposed infrastructure using either N and E coordinates or distances from property lines Basic landscape plans Legend and notes Graphic scale bar and written scale, North arrow If you do not know the exact location of something, then provide an estimate on the drawing, e.g. “4 feet (estimated)." You will likely not know the size and location of all stormwater improvements, for example, but you must include your best guesses for the sizes and locations of these facilities. Submission Instructions This is a group assignment. Submit drawing(s) as DWG and PDF files through Canvas. Name files as shown: GroupNumber_AssignmentName Example: GroupZ1_Existing ProposedSitePlans Grading for this assignment will again be based primarily on completeness, clarity, and consistent formatting across drawing sheets. Be sure to reference your feedback on your group's General Drawings assignment, the AutoCAD ANSI Standards Guide, and other resources as needed in 'Files' → 'References' → 'ACAD Tutorials, Symbols and Template' on Canvas.See Answer
Q16: This is a group based work WE NEED TO DO : Design hammer mill crusher machine to be installed in feed pellets system the production capacity maybe 9 tons/h but only by using catia v5 or autocad softwares We can assument the dimensions and all but it must be matched with governing equations and need to be compatible with governing equations. Things we need to for submission : - governing equations used to design the hammer mill - details drawings it means like the 3 example added and we need all those drawings as well - bill of materials - production capacity almost 9tons/h - need mass balance as well, how much goes in and how much goes out due to something loses or - catia v5 or autocad softwares should be used EXAMPLE: https://www.shredwell-recycling.com/product-items/hammer-mill/? gad source=1&gclid=Cj0KCQiAw6yuBhDrARISACf94RVDQpukagDON92WrkaA UVYKRI 30QSqdQSJ8A9VncFxENa03agWkqoaAoUGEALw_wcB to sum-up basically we need : We to need draw in AutoCAD or catia v5 with production capacity of 9tons/hr We need a word document for all the calculation including production capacity the equipment sizing must be done using the governing equation We need Details design like example with bom for bill of materails you can do it in EXCEL file or word file or in the autocad file only like last exampleSee Answer
Q17: ARCH303/ DIGITAL DRAFTING II AC200/AUTOCAD II Assignment 8 CORPORATE DESIGN PROJECT (Con't.) OBJECTIVE To create and practice drafting skills using the following basic commands of AutoCAD • Millwork Drawings Detailing skills • • Layer Techniques • to be part of the full working drawing package of the space INSTRUCTIONS • Continue working on your CAD file • Use the CAD Template objects and Object snaps. • Create Spot Details (3 Spot Details). • Create a Section on your Millwork elevation (3 Sections). SUBMISSION: cad file (.dwg) Save file using your first and last name: e.g.: FirstLast- Assignment-8 If you name is Douglas Holmes, you file will be: DH- Assignment-8 A Lense Page 1 ARCH303/ DIGITAL DRAFTING II AC200/AUTOCAD II DUE DATE Session 10 Value: 5% GRADING CRITERIA TOTAL GRADING CRITERIA GRADING Completeness of work /10% 3- Millwork Section Drawings 1" =1'-0" /40% Scale -A400 3 Spot Section Details 1-1/2″ = 1 '-0" /40% Scale A400 or A401 Paperspace Setting /10% /100% EXAMPLE A Page | 2 ARCH303/ DIGITAL DRAFTING II AC200/AUTOCAD II AutoCAD-2 Assignment No. 8: CORPORATE DESIGN PROJECT (Con't.) T-11719 459 11 THIS TOP CONFERENCE ROOM SOUTH ELEVATION A100 Scale: 1" = 1'-0" ff ther 439 TH 11 2-7157 MILLWORK SECTION A401 Scale: 1"=1'-0" MILLWORK SECTION A401 Scale: 1" = 1'-0" MILLWORK SECTION A401 Scale: 1"= 1'-0" SCALE as shown SHEET NO. A401 REV DATE DATE: 18/12/2017 DRAWING TITLE OFFICE DESIGN MILLWORK DRAWINGS CORPORATE OFFICE ABCD COMPANY 1190 Hornby St Vancouver, BC NAME: LEI ANNE CORPUZ PROJECT TITLE Page 3/n ARCH303/ DIGITAL DRAFTING II AC200/AUTOCAD II Assignment 7 CORPORATE DESIGN PROJECT (Con't.) A Lense OBJECTIVE To create and practice drafting skills using the following basic commands of AutoCAD Elevations (4 locations) Schedules (Tables) • • • Layer Techniques ● to be part of the full working drawing package of the space INSTRUCTIONS • Continue working on your CAD file with XREF • Use the CAD Template objects and Object snaps. • Create 4 Elevations (4 Different locations). • Create Schedules (See below). SUBMISSION: cad file (.dwg) Save file using your first and last name: e.g.: FirstLast- Assignment-7 If you name is Douglas Holmes, you file will be: DH- Assignment-7 Page 1 ARCH303/ DIGITAL DRAFTING II AC200/AUTOCAD II DUE DATE Session 9 GRADING CRITERIA GRADING CRITERIA GRADING Completeness of work /10% Elevation Drawings 1/8" Scale - A300, /20% A301, etc Door Schedules /20% Window Schedules /20% Finishes Schedules /20% Paperspace Setting /10% TOTAL /100% لسيستا Page | 2 ARCH303/ DIGITAL DRAFTING II AC200/AUTOCAD II I NAME: LEI ANNE 1 RECEPTION WEST WALL ELEVATION A100 Scale: 1/4" = 1'-0" ☑ 1 1 1 1 2 OPEN OFFICE EAST WALL ELEVATION A100 Scale: 1/4" = 1'-0" APPLIANCE/EQUIPMENT LEGEND CESCRIPTION SYMBO REFRIGERATOR: BY OWNER -42 (W) x 32 (D) x 85°(H) MICROWAVE BY OWNER MULTIFUNCTIONAL DEVICE BY OWNER LCE MONITOR: CLNG, MTC, -BY OWNER -SIZE: 32 MAGNETIC WHITEBOARD -BY OWNER -SIZE: 48x48 MAGNETIC WHITEBOARD -BY OWNER SIZE: 38x38 WHTEBOARD: BY TEKNION SIZE: TO SUIT DEMOUNTABLE PARTITION ELECTRICAL LEGEND SYMBOL CESCRIPTION CARD READER ACCESS REFER TO FLECTRICAL DRAWINGS WIREMOLD: MTC. @38 AFF. REFER TO ELECTRICAL DRAWINGS HAREWIRE LOCATION FOR POWER & COMMUNICATIONS REFER TO ELECTRICAL D L DRAWINGS CUPLEX RECEPTACLE REFER TO ELECTRICAL DRAWINGS COMMUNICATION COMBINATION OUTLET V -REFER TO ELECTRICAL DRAWINGS $ CORPUZ PROJECT TITLE: CORPORATE OFFICE ABCD COMPANY 1190 Hornby St Vancouver, BC DRAWING TITLE: OFFICE DESIGN ELEVATIONS AutoCAD-2 Assignment No. 7: CORPORATE DESIGN PROJECT 3 OPEN OFFICE SOUTH WALL ELEVATION A100 Scale: 1/4" =1'-0" 4 OPEN OFFICE WEST WALL ELEVATION A100 Scale: 1/4" = 1'-0" Уф CCTV FLOOR MOUNTED POWER & COMMUNICATIONS OUTLET REFER TO ELECTRICAL DRAWINGS TEQUILAL DRAWINGS ELECTRICAL NOTES -ALL WALL MOUNTED OUTLETS 12 AFF. UNLESS NOTED OTHERWISE ARCHITECTURAL DRAWINGS ARE FOR REFERENCE ONLY AND ARE TO BE READ IN CONJUNCTION WITH ELECTRICAL & MECHANICAL CONSULTANTS' DRAWINGS. SEE ELECTRICAL ENGINEERING CRAWINGS FOR OUTLET SPECS, LIFE SAFETY SYSTEMS, SWITCHING, ETC. MOTORIZED PULL DOWN SCREEN SUPPLIED BY CLIENT MANUFACTURER: TAP, RECESSED IN SUSPENCED CEILING PROJECTOR IN MEETING ROOM 1312: SUPPLIED BY CLIENT MANUFACTURER: TAD. REV DATE DATE: 18/12/2017 SCALE: as shown SHEET NO.: A300 Page 4See Answer
Q18: A View only Richmond Lecture Theatre University of Portsmouth 1. Measure 2. Design 3. Draw 4. Build • Submit YOUR OWN design • Ensure the Layout of your drawings has the correct page setup and scale Complete the hand sketches (2-point perspective at eye height and/or isometric) of Richmond LT1 replacement Create the full set of the CAD drawings to the correct paper size and scale Printing is required • Work to be submitted in Richmond Building Hub (Reception on G/F) CAD files: output to PDF absolutely no screenshots or photographs • Hand-sketches: scanned copy of the sketches to PDF The Library and Portland Building (1/F) have HQ A3-sized scanner; or Give Samuel your hand drawings on Monday 15/04, he could UNIVERSITY OF Scan the file for you to be included in the submission PORTSMOUTH m orrect tive at correct Hub to PO 104, he c ctive 1 2 3 4 5 *Everything is based on your new design, not the C-Building used in the Number of drawings required How many? 1 Min 1 Max 2 1 Min 1 Max 4 Contents 2-Points Perspective at eye height (10%) Isometric drawing(s) - If two isometric drawings are included, they must have a different viewing positions (10%) Orthographic projection including the plan and all elevations, using the first or third angle projection method (20%) Elevations drawn in a larger scale to show a greater level of details and all dimensions (10%) Hand Sketches - scanned AutoCAD - output to PDF or photographed as an image or PDF A4/A3 Landscape with a partial title block A4/A3, with key dimensions and scaled plus a partial title block Not required but can be used in place for the hand sketches Cross sections to show the vertical arrangement in and across the different floors (15%) UNIVERSITY OF PORTSMOUTH Maximum number of drawings: Not required but can be used in place for CAD Not required but can be used in place for CAD 3 A3 Landscape to include Plan, Front, Side Elevation(s) and/or Rear lined up on a single sheet A3 to include Front, Side Elevation(s) and/or Rear on one or multiple sheets Fully annotated floor plans on one or more sheet as you see fit Fully annotated cross sections on one or more sheet as you see fit 11 =14 Min 2 Max 4 Floor plan of each floor to show the interior layout (15%) Min 1 6 Max 2 docs.google.com rofessional Developm... https://moodle.port.ac.uk/plugi... Portfolio nly C PD1 Assignment 4: Design Dra... PD1 Assignment 4: Design Dra... PD1A Slideshow Share Hand-drawn 2-point Perspective 2. Poet Perspective 123 BB 5 2-Point Perspective 6 Good elevated perspective Level of detail Great choices of VP Neat Inework Title Block Unimaginative Outlines do not up with the vanish points Hardly any detail Poor draughtsmanship Excellent Good Poor Pass Interesting design -Sound nd perspective viewpoint No scale but key dimensions rly accurate labels ely perspective A not at eye height Spare detail Errors in windows and doors -Construction lines getting in the way 42 % 50 67 & 7 V 8 A 9 R T 9 Y U O[ P ع docs.google.com X B. Booking.com: Hotels in Monten... Course: Professional Developm... https://moodle.port.ac.uk/plugi... PD1 Assignment 4: Design Drawing Portfolio Edit View Help File 9 8 QFit 4 View only 4 O 5 5 CAD drawings to the correct dmond Building Hub Number of drawings required 6 1 Hand-drawn 2-point Perspective PD1 Assignment 4: Design Dra... PD1 Assignment 4: Design Dra... PD1 Assignment 4: Design Dra.... Slideshow Share Sign in Examples of Hand-drawn Isometric 123 Lots of inclined surfaces -Attractive design -Good perspective viewpoint -Scale Level of detail 2003 20 Complex shape Drawing number Scale Neal "straight Windows, Roof, lines Carid Excellent Good 6 6 Examples of Hand-drawn Isometric 4 5 Unimaginative design Untidy linework Curves not isometric Wrong windows 7 CAD-drawn Orthographic 2 8 CAD-drawn Floor Plans Poor Pass sometric Inclined surfaces Some interesting pattern Some exterior features Tick think Bre/nSee Answer
Q19:< 33 CVEN1025-5025_Pr... CVEN 1025 3 Credits Project 1 6:01 Q D + Denver MAM CU IN THE CITY AutoCAD Civil Engineering Graphics and Computer Aided Design Project 1 Introduction: ALL You will create a surface profile. An AutoCAD file that contains contours and an alignment will be provided. You will create a profile with a vertical exaggeration of 4 to 1. Project Submission The project criteria and submission. The alignment will be divided into 2 sheets with 500 feet of the alignment on each sheet. The layout sheet size shall be 11x17. Create two layout sheets with the alignment shown in the viewport. Scale the viewport appropriately to fill the sheet. · Label the stations and elevations on the profile. . Use different layers for the profile grid, surface, text, and other items as needed. Plot the two drawings as PDF files. Submit the PDF files and DWG file. . SAVE OFTEN 1 4 000 000 Dashboard Calendar To Do Notifications InboxSee Answer
Q20:B-Use AutoCAD to draw the orthographic views (front view, right side view and top view) of the following 3D objects. 2- R20 Holes asSee Answer

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TOPICS	CONCEPTS
Drawing Setup	Units, limits, grid, snap, ortho
Basic Drawing Commands	Line, circle, rectangle, arc, polyline
Editing and Modifying Objects	Move, copy, rotate, scale, mirror, offset
Object Properties	Layer, color, linetype, lineweight, transparency
Precision and Accuracy	Snap settings, object tracking, polar tracking
Annotation and Text	Text styles, dimensions, leaders, tables
3D Modeling Basics	Extrude, revolve, loft, sweep, subtract
Isometric Drawing	Creating 3D-like views using isometric projection
Dynamic Blocks	Creating blocks with adjustable parameters

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