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Q1:Submission Details To complete the assignment, use MS Project. Submit: - - 1. Resource Allocation. Given the schedule below with the limit of 5 resources (R), perform the following: a. Complete the precedence diagram and indicate the project's duration (number of workdays) without the resource limit. b. Calculate the dates of each activity and the daily resource usage with the resource limit by completing the chart on the next page, or you may use Excel if you prefer. c. Indicate the project's new duration (number of work days) with the resource limit. Activity Predecessor Duration Resource (R) A - 1 0 B A 2 1 C A 2 2 D A 1 3 E A 3 3 F B, C, D 1 1 G E 7 5 H F 2 1 J H 1 1 K G, J 3 2 1 Act. Resources Dur. TF LS / 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2 2. Resource Leveling. Level the resources for the following schedule. Draw two manpower curves for the project: one before and one after leveling. Indicate the peak number of workers in both cases. Use the early start dates for the "before leveling" schedule. (It is suggested you use Excel to solve this problem). Activity Predecessor Duration Workers A 5 5 - B A 3 8 C A 5 10 D A 2 6 E C 2 12 F Milestone E 3 6 B, C, D, E, F 0 0 G Milestone 2 9 H Milestone 2 10 I Milestone 3 8 J Milestone K Milestone A 7 12 2 12 L 5 8 M A 7 6 N G,H,I,J,K,L,M 3 4 3 Bar Chart 1 2 3 4 5 6 17 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 22 24 25 Resource leveling 4 3. Use the schedule of the project activities listed below and add the corresponding resources. (see instructions below) Task Name Duration Predecessors Resources 1 Family House 2 Move-in 3 Notice to Proceed 0 days 4 Mobilize 5 days 3 1 Mobile Crane 5 6 Excavation Clear and Grub 4 days 4 1 dozer 1 excavator 7 Excavation 3 days 6 1 excavator, 2 haulers 8 Foundation 9 Formwork 9 days 7 Crew C-1 10 Place Rebar 3 days 9 4 Rodman 11 Rebar Inspection 0 days 10FS+1 day 12 Pour Footings 1 day 11FS+1 day Crew C-14C 13 Framing 14 Frame Structure 10 days 12FS+5 days 2 carpenters 1 forklift 15 Install Roof Trusses 1 day 14 1 forklift 2 carpenters 16 Roof Sheathing 2 days 15 1 forklift 2 carpenters 17 Install Windows & Doors 5 days 16 1 forklift 2 carpenters 18 Exterior Siding 6 days 16 2 carpenters 1 forklift 19 Paint Exterior 2 days 18,17 1 Painter, Ordinary Crew Q10, Crew Q-15 20 Rough-In 21 Rough-In MEP 18 days 19 22 Inspect MEP 0 days 21FS+1 day 23 Finishes 24 Insulate Walls 3 days 22FS+2 days 2 carpenters 25 GWB 5 days 24 1 carpenter 26 Tape and Texture 10 days 25 1 carpenter 27 Flooring 15 days 26 2 carpenters 28 Paint Interior 7 days 27 1 Painter, Ordinary 1 carpenter 1 Painter, Ordinary 30 Final Inspection 0 days 29FS+1 day 5 29 Remaining Finishes 12 days 28 Note: a) You may use the schedule you prepared for the HW_6 b) The start date for the project is 03/04/2024. c) The task name in bold indicates that it is a summary task. d) You can select the column with the activities and copy it to MS Project; you can do the same for the duration and the predecessors. e) If you copy the activities, you will have to adjust the hierarchy of the activities - they will all be left aligned, and you will need to create the summary tasks. Microsoft Project requires you to categorize your resources into one of three types: Work, Material, or Cost. · Work resources are associated with time. People and equipment are considered work resources as they are tracked by time. Tracking by time allows availability to be determined over allocation and cost tracking. · Material resources are assigned by quantity instead of time. · Cost resources are purely based on costs without time or quantity variables. E.g., building permits or the certificate of occupancy. Once you have the activities and corresponding durations and preferences in the MS project, you can create a resource pool that lists all available resources. For this project, consider that the following resources are available: Equipment Cost ($/hr) 1 Mobile Crane $250/hr 1 dozer $175/hr 1 excavator $260/hr 2 haulers $25/hr 1 forklift $75/hr Crew Crew C-1 $137/hr 4 Rodman $38/hr Crew C- 14C $930/hr 4 carpenters $40/hr 1 Painter, Ordinary $35/hr Crew Q10 $118/hr Crew Q-15 $86/hr 6 · In the View tab, in the Resource Views group, select Resource Sheet. . In the Resource sheet, Resource Name field, type the names of the resources. · As we are adding equipment and labor, select Work for type. . In MS Project, when you set up a resource pool, the default unit of measure for a Work resource is 100%. It means you have one of these work resources available full-time for your project. So, for example, if you have two laborers, you must enter 200%. · In the group field for the resource, type a group name (e.g., equipment). · Add costs to each resource (use the same value for Std. Rate and Ovt.) · Keep the calendar as standard (8 hr/day) Assign the resources to the tasks. . In the Resource tab, select the task to which you want to assign a resource. Then select Assign resource. File Task Resource Report Project View 11 Team Assign Resource Adc Information Note Planter Resources Pool Resources . View Assignments Insert Propertie Task Mode Task Name Duration 1 ^ Family House 127 days 2 Move-in 5 days 3 Notice to Proce 0 da 4 Mobilize Tp days 5 Excavation 7 days • Select the resources you want to add to each task. Create a cash flow. . In the Report tab, select Costs and Cash Flow. File Task Resource Report Project View Help Acrob Compare New Dashboards Resources Costs In Progress Getting Custom Rec Projects Report 4 Started Project Cash Flow Fixed Task Name Cost Overruns Cost > E 1 Family House Earned Value Report 240.00 2 Move-in Resource Cost Overview 200.00 3 Notice to Proce Task Cost Overview $0.00 4 Mobilize More Reports ... 200.00 5 Excavation $0.00 Prorated $3,040.00 · MS Project will create a default cash flow chart set per quarter. . On the right, you will see the Field List. Edit the time category and change the timescale to weeks. The orange line gives you the cumulative cost (in this case, for labor and equipment). The blue bars show your expected cost per week. 7 What to submit? · Gantt Chart with task name, duration, start date, finish date, predecessors, resources, and the bar chart (please ensure the above information is readable). . Cash Flow Chart . A table with the resource usage cost (Go to View> Tables> Cost) To generate the pdf for the Gant chart: i. Go to File > Print > Page Setup > Page, set orientation to Landscape, scale the page to fit 1 page wide by one tall, and use a letter as paper size. (You may need to hide some columns and adjust their width on the Gantt Chart to ensure all necessary content can be fit into 1 page). Page Setup - Gantt Chart ? × Page Margins | Header Footer | Legend View Orientation Portrait A Landscape Scaling Adjust to: 69 % normal size Fit to: 1 pages wide by 1 tall Other Paper Size: Letter First page number: Auto Print Preview ... Options ... Print ... OK Cancel ii. Add a header (Left - CE420/520; Center - Resource Allocation; Right - Last Name, First Name) and a footer (Center - Page Number by default) Page Setup - Gantt Chart ? X Page Margins Header Footer Legend View Preview: CE 420/520 Lab Assignment Xu Yiye Left Center Right Xu, Yiye A General: Page Number V Add Project fields: % Complete V Add Print Preview ... Options ... Print ... OK Cancel iii. Go to Print > Print to PDF (The image below is for reference only). Please ensure the necessary information and bar chart are readable and presented entirely. 8See Answer
Q2:4509 CVQR – Infrastructure Design & Skills Project 2023-2024 Referral / Deferral Assessment Submission Due Date: See Canvas (please keep an eye on the announcements on Canvas and your emails from University on this). Name of Student: Student Number: Your referral/deferral assessment As a part of this assessment, you will: Carry out the tasks provided in the table below. Write a 150 words reflection for each of the tasks in the following table. Write a 500 words reflection statement on your experience working in a team during the module and the challenges you faced working on the design project with your team. Sr. No. Task Date of completing task Reflection Marks Click link to access Write reflection based on each of the following links – 150 words reflection for each task 1 National Geographic Documentary on Science of Concrete 15 Marks 2 Documentary on How do Engineers Build Safe Bridges 15 Marks 3 Burj Khalifa, Dubai - Engineering Marvels: World's Tallest Building - UAE Engineering Documentary (youtube.com) 15 Marks 4 ICE Documentary on Engineering the London Underground 15 Marks 5 Read this ICE blog on How can Civil Engineers create social value? 15 Marks 6 Write a 500 words reflection statement on your experience working in a team during the module and the challenges you faced working on the design project with your team. 25 Marks Note: In case, if you struggle to access any of the above links (due to country-specific access restrictions or any other reasons), you can select similar professionally useful activities of your own choice. In this case, please provide details (e.g. a web link) of the activity. Submit the assessment over CANVAS and to your module leader email oryx universal college 4See Answer
Q3: CE 420/520 - Engineering Planning Week 8 Homework HW_8 Submission Details To complete the assignment, use MS Project. Submit: Problems 1 and 2: Scanned copies of a Handwritten solution or an Excel file. Problem 3: One MS Project File and PDFs 1. Resource Allocation. Given the schedule below with the limit of 5 resources (R), perform the following: a. Complete the precedence diagram and indicate the project's duration (number of workdays) without the resource limit. b. Calculate the dates of each activity and the daily resource usage with the resource limit by completing the chart on the next page, or you may use Excel if you prefer. C. Indicate the project's new duration (number of work days) with the resource limit. Activity Predecessor 1 Duration Resource (R) A 1 B J CDEFGHIK A A Е A E Н F H IT WDDDD 2 2 1 3 B, C, D 1 7 213 2 1 G, J 3 01233-ELLN 5 Act. Resources Dur. TF LS / 1 2 3 4 5 6 2 ས 7 8 00 9 10 11 12 13 14 15 16 17 18 19 20 20 21 22 23 24 24See Answer
Q4:3. Project Scheduling. A construction contractor is responsible for a project with seven key tasks. Some of the tasks can begin at any time, but others have predecessor tasks that must be completed previously. The individual tasks can be carried out at standard times or they can be expedited ("crashed"). The cost of executing the task increases by a certain cost per day if its time is shortened. The following table shows the information describing the tasks of the project, their standard and minimum times (in days), their standard costs, the crashing cost per day shortened, and the predecessor(s): Task Number 1 2 3 4 5 6 7 Minimum Time 6 8 16 14 14 12 2 Standard Time 12 16 24 20 16 16 12 Standard Cost 1,600 2,400 2,900 1,900 3,800 2,900 1,300 Cost/Day to Shorten 100 75 120 100 140 165 60 Predecessor Tasks None None 2 The project has a deadline of 40 days, which the contractor is committed to meet. Questions: 1, 2 3 3 4 b. a. If no crashing is done, how long will the project take and what will be its cost? Which activities should be crashed to achieve the least-cost schedule that meets day deadline? c. What is the difference between its cost and the cost in part (a)? 40-See Answer
Q5:Instructions 4 pages double spaced In Assignment #5, you will present a full proposal that conforms to the following requirements. Keep in mind that this assignment is tied to the contexts and research topic you have developed and continued to refine in Assignment #2, #3 and #4. 1. Have a title for your proposal 2. Provide up to 5 key words 3. Provide one paragraph that introduces your refined research topic and its significance 4. Provide one paragraph that summarizes your areas of review and findings 5. Provide one paragraph that justifies your choice of research method(s) and related designs 6. Identify a list of steps needed to implement the proposed research 7. Develop a time schedule that shows the sequencing of the steps in #6 and how long each step will take 8. Provide one concluding paragraph that projects the anticipated research outputs (A better understanding? A set of recommendations? A proven hypothesis?) 9. Have a bibliography table at the end of your proposal 10. Format, organize and proofread your proposal so it looks structured, professional, consistent and tidy L/nSee Answer
Q6: NAME: CE 444 Contracts and Specifications Exam Number 2 (Worth a total of 50 points) March 2024 You may refer to your notes for this exam. The test is set up as a true/false, multiple choice, short answer, matching and brief paragraph essay format. This take-home exam is due back on 5 April by 11:59 pm (central time). TRUE or FALSE (circle correct answer, 1 points/question for total of 5 points) 1. ① or F Technical Specifications describe quality while Contract Drawings describe quantity 2. ⑪ or F The General Requirements are part of the General Conditions of the Contract 3. T or F General Conditions take precedence over Supplemental Conditions 4. T or F When following the rules of contract interpretation, Parol Evidence trumps Extrinsic Evidence 5. ① or F In Private Contracting, an Owner may be liable to pay a subcontractor even if the prime contractor was paid in full for the work. Fill in the Blank / Short Answer / Matching (1 point per blank) 6. Match the following terms with the most correct explanation (4 points) Term 1 Payment Bond Explanation 4 Provides the owner with an amount to cover the damages/costs if the apparent low withdraws 2 Bid Bond 2 Provides the owner with a means for completing the work if the contractor cannot complete it. 3 Lien 1 Protects suppliers, subcontractors and employees Non-payment by the General Contractor 4 Performance Bond Used primarily in private contracting; the General 3 contractor and first-tier subcontractors place a debt upon the facility if they haven't been paid. 1 7. Identify the method of specifying (ie prescriptive, performance, proprietary closed, proprietary open, all-inclusive, reference) (6 points): a. “Plant trees in locations indicated by Contracting Officer.” Specification Method performance b. “Polethylene pipe shall be installed in accordance with ASTM D2774 using AWWA C150/A21.50 Type 4 laying condition." Specification Method reference c. “Benches will be DuMor Recycled Plastic Bench, Model 16PL or equal.” Specification Method propietary open d. "Seams shall be continuously sewed using a J-type seam with two rows of a 401 interlocking chain stitch.” Specification Method Prescriptive e. "A stand of turf is defined as a uniform stand of grass at least 3 inches tall with a minimum of 100 grass plants per square foot." Specification Method_ performance f. "Install Whipps series 923-C stainless steel slide gate." Specification Method propietary Closed 8. We discussed 4 different sources for contract document templates in the United States - in addition to the Federal Acquisition Regulations. Name the 4 sources. You must list their names - not just their acronyms (4 points): 1) DBIA - Design Build Institute of America 2) EJCDC - Engineers Joint Contract Documents Committee 3) AIA - American Institute of Architects 4) Consensus DOCS 9. AIA and EJCDC both publish standardized contract documents. Name at least 2 document families from each of them. (4 points) AIA: ) Design - Build Family 2) International Family EJCDC: D Engineering (owner-Engineer, Engineer- Subconsultant) 2) Construction (owner-Contractor) 2 10. An estimate includes direct costs, indirect costs, impact and time. For the items listed below, indicate which category they fall into: (8 points) A. Carpenter B. Project Manager C. Rent for the Company Storage Yard Direct Costs Indirect Costs Indirect Costs D. Rebar for the Foundation Slab Direct Costs E. Propane to Heat the Concrete during Winter Curing Direct Costs F. OT costs for additional crew due to the change order G. Excavator H. 3 additional days in contract time due to the change Impact and Time Direct costs Impact and Time 11. Match the Socio-Economic Program with the Fact: Program | 8(a) 2 WOSB 3 HUBZone 4 SDVOSB Fact 3 Qualified areas based on census data 4 This type of business receives preference on VA contracts | 9-year program with the SBA advocating for the Small Business 2. Applicable to certain North American Industry Classification Systems (NAICS) codes 12. Can the Owner stop work? (Yes or No) 13. How many types of Differing Site Conditions are there? Yes 2 14. Can the Contractor perform work before providing submittals? NO 15. Name 3 conditions for which a Contractor will be owed additional time to complete the contract. 1) Change Orders Delays by the Owner 3 3) unforseen Site conditions ELEVATION 945 940 930 16. If the Contractor has deficient work, which of these is correct: The Owner can reject the work and require the Contractor to correct it B. The Owner can accept the work for consideration (ie, a credit back from the Contractor) C. The Owner has no rights. The Contractor did the work and it must be accepted and paid for. 17. You are required to develop a schedule for a project. Which type of schedule do you recommend for the following: A. This is a complex long-term project with multiple submittals, permits and long- lead items. You have multiple crews and subcontractors. Type of Schedule: PERT-CPM B. This is an underground pipe project – short duration, very linear sequence of work. Line of Balance Type of Schedule: 18. Fill in the attached CPM. EXTRA CREDIT 2 (4 points): Match the drawing types with the drawing: Plan CS504 MATCH 920 EXISTING 910 900 890 880 Profile 12" R20 RIPRAP 6" BEDDING GEOTEXTILE, TYPE 1 36" R140 RIPRAP 13" BEDDING GEOTEXTILE, TYPE 1 MATCH STILLING BASIN Section Detail Section DRY SEED MIX 945 CONTROL LINE "R" EL, 930.5 940 6 CHANNEL CONTROL LINE C BENCH SLOPE AND WIDTH VARY, SEE SHEET CS402 FOR REQUIREMNTS 30' EL. 929.6 C$504 15 EXISTING GROUND EL. 919.0 1V7H EL. 915.5 EMBEDDED LEVEE EL. 923.5 EXCAVATION 88.25 88.25 17 36" R140 RIPRAP 13" BEDDING GEOTEXTILE, TYPE 1 54" R470 RIPRAP 18 BEDDING GEOTEXTILE, TYPE 1: 875 -400 -350 -300 -250 -200 -150 -100 -50 50 100 150 200 STA. C 13+02.43 4 12" R20 RIPRAP 6 BEDDING GEOTEXTILE, TYPE 1 EL. 916.5 IMPERVIOUS FILL INSPECTION TRENCH 1V:2H CUT SLOPES. 12 TOPSOIL 930 W920 EXCAVATED MATERIAL BERM (RANDOM FILL) 910 900 890 880 875 250 300 350 400 500 550 600 650 700 750 -800 ELEVATION EXTEND RIPRAP TO EL. 919.0 RT SIDE MATCH DITCH- D10+60 D10- END CHANNEL STA.C 10+50.00 STA. DIV 1566+68.10-1 STA. R19 15+73.00 REACH 19 DIVERSION CHANNEL BY OTHERS TOP CUT GENERAL NOTES: 15 MAINTENANCE ROAD 8 AGGREGATE BASE COURSE GEOTEXTILE TYPE 2 FLOW BEGIN RIPRAP STA. C 10+50 05+00 TEMPORARY DITCHING WORK LIMITS 1V4H Plan EMBEDDED LEVEE 00+22 003 15' MAINT, ROAD -CONTROL UNE R DETAIL PLAN CS40 CONTROL BUILDING DIVERS CHANNE 14-209M CS302 CS310 Detail X-2809592.60 W19-4 1 1/4X3/16 STAIR TREAD LANDING SIDE BEAM C6X10.5- LANDING GRATING TVSH 14-208M DO+00 C5303 00+81 15-231M 00+10 O SITE PLAN L CONTROL BUILDING AND PARKING 1V:6H RT DAM EMBANKMENT TOE CONNECTING CHANNEL 41 END R140 RIPRAP 15-233M STA. C 16+85 DIVERSION INLET STRUCTURE C00+00 C$306 OTHERS CHANNEL BY 008 CONTROL LINE "O" LTEMB SEDIMENSIONS MAY! Y VARY) Y-404253.55 ABANDONED MIDCONTINENT COMMUNICATIONS FIBER SHEAR TAB SHEAR TAB LANDING BEAM C9X13.4 B LANDING PLATFORM TO STAIR TO CONCRETE CONNECTION ELEVATION VIEW SCALE: NOT TO SCALE 5 TV4H 1V4H T LT DAM EMBANKMENT 15' MAINT. ROAD BEGIN STA. O 5+00 RT EMB (RANDOM FIL -CONTROL LINE"T" VH T2 1V:7H CHANNEL CS402 1V:7H TOP CUT SLOPE CONTROL LINE "C" Ca ACTIVE MIDCONTINENT COMMUNICATIONS FIBER OPTIC LINE WORK LIMITS TH AVE SSee Answer
Q7: THIS ANALYSIS GOES WITH LAB #3A (ONLY) Microsoft Project 2016: Real World Scheduling Schedule Analysis - Lab #3 Name After completing Lab #3, answer the following questions from the (4) schedule printouts, then staple the printouts in the order you created them, with Schedule Analysis - Lab #3 on top, and turn in to your instructor. Holidays Calendar (compared to schedule before Calendar changes): 1. Did the schedule end date change when holidays were added to the calendar? Yes No If yes, what is the new end date? If no, why didn't it change? 2. Did the total project duration change? Yes If no, why didn't it change? No. If yes, what is the new project duration ? 3. Did the critical path change? Yes No If yes, what new tasks are now critical that were not previously? (list by tasks IDs) Six Day Workweek Calendar (compared to Holiday Calendar): 4. Did the end date change after assigning tasks on the Six Day Workweek? If yes, what is the new end date? Yes No If no, why didn't it change ? No. If yes, what is the new project duration? 5. Did the total project duration change? Yes If no, why didn't it change? 6. Did the critical path change? Yes No If yes, what new tasks are now critical that were not previously? (list by tasks IDs) Weather Calendar (compared to the Six Day Workweek): 7. Did the end date change with the Weather Calendars added to the schedule? Yes No If yes, what is the new end date? If no, why didn't it change? THIS ANALYSIS GOES WITH LAB #3A (ONLY) 8. Did the total project duration change? Yes No. If yes, what is the new project duration? If no, why didn't it change? 9. Did the critical path change? Yes No If yes, what new tasks are now critical that were not previously? (list by tasks IDs) 10. When the two weather calendars were assigned to the (8) tasks, only the assignment to tasks 3, 5, and 6 effected the project end date. Explain why? Your contract with the owner has Incentive Clauses that stipulate that the owner will pay you a bonus of $5000 per workday for every workday the project is finished prior to its scheduled December 6, 2019 end date - and - that you will have to pay the owner a $5000 per workday penalty for every workday that the project goes beyond this same scheduled end date. Based on that information, answer the following two questions using the Weather Calendar schedule. 11. Your boss was told by your Interior Finishes subcontractor that they could accelerate the completion of the interior finishes task by 8 workdays to finish on November 25th if your company would agree to pay their crew time-and-a-half (1.5 x normal rate) for overtime for the last 28 days of that work. The normal rate for their crew is $2700/day. Your boss has asked you to determine if this would gain or lose money for your company, and by how much? Gain Lose (circle one) By how much? $ 12. After that same contractor had begun their work, they said that if you rent a specialized piece of equipment for one week (must be rented for a (5) day minimum rental at $1900/day) they could accelerate the completion of their work an additional (3) days. If your company would pay for the rental, determine if your company would gain or lose money? (Note: Calculate this gain or loss using their new finish date of November 25th resulting from the overtime question above). Gain gain, how much gain? $ If a loss, how much loss? $ Lose If a , and explain the loss?See Answer
Q8: Commercial Design Using Autodesk Revit 2021 Lesson 16 Introduction to Phasing and Worksharing: This chapter will start a small new exercise designed to explore two important features in Revit: Phasing and Worksharing. Unless a project is brand new, it will be using Revit's phasing feature. Additionally, if a project needs to be worked on by more than one person at a time, it will be utilizing Revit's Worksharing feature. Note: This tutorial can be done at any time separate from the rest of the book. Exercise 16-1: Introduction to Phasing Any project that involves remodeling or an addition should use the Phases feature in Revit. Revit is often referred to as three-dimensional modeling software. However, Revit's ability to manage elements over time is considered a fourth-dimension. This section will provide an introduction to Revit's phasing feature. The Phasing dialog (Figure 16-1.1) is accessible from the Manage tab. Phasing Project Phases Phase Filters Graphic Overrides Name 1 Existing 2 New Construction PAST Insert Description Before FUTURE FIGURE 16-1.1 Project Phases tab; Phasing dialog 16-1 After Combine with: Previous Next OK Cancel Apply Help Commercial Design Using Autodesk Revit 2021 Most existing/remodel projects have two phases (Figure 16-1.1): Existing New Construction Additional phases can be created, such as Phase 2 and Phase 3 (in this case, New Construction might be renamed to Phase 1). There should never be a phase called "Demolition," as Revit handles this automatically (more on this later). Revit manages Phases with two simple sets of parameters: • Elements: • Views Phase Created Phase Demolished o Phase Phase Filter Among these four parameters, Revit is able to manage elements over time and control when to display them. Element Phase Properties As just mentioned, every model element in Revit has two phase-related parameters as shown for a selected wall in Figure 16- 1.2. The Phase Created parameter is automatically assigned when an element is created the setting matches the phase setting of the view the element is created in. Put another way, in a floor plan view with the Phase set to New Construction, all model elements created in that view will have their Phase Created parameter set to New Construction. The Phase Demolished parameter is never set automatically. Revit has no way Modify | Walls Properties Walls (1) Structural Structural Basic Wall Interior - 4 7/8" Partition (1- hr) TBL10 TBL10 Edit Type 2 ^ Enable Analytical... Structural Usage Dimensions Length Area Volume Identity Data Image Comments Mark Phasing Phase Created Non-bearing 23 23' 03/16" CE OFFICE 271.33 SF 104 SF 382 SF 110.23 CF Existing Phase Demolished None Properties help Apply FIGURE 16-1.2 Element phase properties of knowing if something should be demolished. (104) (103) 16-2 Introduction to Phasing and Worksharing View Phase Properties Every view has two phase-related parameters, as shown for the floor plan view in Figure 16-1.3. Any elements added in this view would be designated as existing. The Phase parameter can be set to any Phase that exists in the project. This setting can be changed at any time; however, it is best to have one floor plan view for each phase-thus, the Phase setting is not typically changed. This setting represents the point in time the model is being viewed. TIP: Create existing and demolition views in a company/personal template. Phase Filters: Properties Floor Plan Floor Plan: Level 2 Extents Crop View Crop Region Visible Annotation Crop View Range Associated Level Scope Box Depth Clipping Identity Data View Template View Name Dependency Title on Sheet Referencing Sheet Referencing Detail Phasing Edit Type TBL TBL 10 CH4 (DK2 (> Room Edit... Level 2 None No clip om 2 <None> Level 2 Independent 12 113 SF 328 SF CH 2 Phase Filter Phase Show All Existing Properties help Apply FIGURE 16-1.3 View phase properties - nothing selected The Phase Filter setting controls which model elements appear in the view based on their phase settings. CH To understand how the Phase Filter setting affects the view, look at Manage → Phasing → Phase Filters (See Figure 16-1.4). Elements will appear in one of three ways: • By Category • Overridden Not Displayed - Displayed as normal, no changes - -Modified based on Graphic Overrides tab settings - These elements are hidden Be careful not to confuse the Phase Filter column headings, New, Existing, Demolished and Temporary, as literal phases—they are not. Rather, they are a 'current condition' (aka Phase Status) based on a view's Phase setting and the element's Phase Created & Phase Demolished settings. For example, the 'current condition' of an Existing wall in an Existing view is considered New because the phases are the same. Think of it as if you are standing in the year 1980, looking at a wall built in 1980—it is a new wall. Similarly, a New Construction wall in a New Construction view is also considered New in terms of how the Phase Filters work (now all Existing walls are considered Existing). You are now standing in the year 2019 looking at a wall built in 1980. 16-3 Commercial Architecture Cad - 4... for each question, right? Commercial Design Using Autodesk Revit 2021 Phasing Project Phases Phase Filters Graphic Overrides Filter Name New 1 Show All By Category 2 Show Complete By Category 3 Show Demo + New By Category Overridden By Category Not Displayed 4 Show New By Category Not Displayed 5 Show Previous +Demo Not Displayed Overridden Existing Demolished Overridden Not Displayed Overridden Not Displayed Overridden Temporary Overridden Not Displayed Overridden Not Displayed Not Displayed 6 Show Previous + New By Category Overridden Not Displayed Not Displayed 7 Show Previous Phase Not Displayed Overridden Not Displayed Not Displayed When Phase Status is Existing, then do this New Delete OK Cancel Apply Help ✗ FIGURE 16-1.4 Phase Filters; Phasing dialog The three images below are of the same model as seen in three different views—each with a different combination of Phase and Phase Filter settings. Each condition will be explained in depth on the next pages. View Settings: Phase: Existing New Construction New Construction Phase Filter: Show Complete Show Previous + Demo Show Previous + New 16-4 now Introduction to Phasing and Worksharing Existing Conditions: When modeling an existing building, create a Level 1 - Existing plan view; do this for each level in the building. This view will have the following phase-related settings: Phase: • Phase Filter: Existing Show Complete Any model element created in this view will automatically have Phase Created set to Existing. Everything in the drawing to the right has the Phase Created set to Existing. FYI: One wall and both doors have their Phase Demolished set to New Construction-however, we cannot visually see that here. The Phase Status is actually considered New in this view. The phase of the element matches the phase of the view. Thus, because the Show Complete Phase Filter has New set to By Category, there are no overrides applied to this view. We see the normal lineweights and fill patterns. FIGURE 16-1.5 Existing view Demolition Conditions: When demolition is required, create a Level 1 - Demo plan view; do this for each level in the building. This view will have the following phase- related settings: Phase: New Construction • Phase Filter: Show Previous + Demo Often, new Revit users think it strange that the demo view needs to be set to New Construction given no new elements appear in this view. However, looking at the existing view just covered all existing elements (even ones set to be demolished) are considered "new." Therefore, the "time slider," if you will, needs to be moved past Existing to invoke the Phase Demolished setting. If this is still confusing, it should make more sense in the tutorial. 16-5 | FIGURE 16-1.6 Demolition view/n Question to answer: "how phasing and work-sharing can impact the design drafting process?" Answer in 1 paragraph because I need to write about what was covered Follow APA 7th edition for reference, Double space spacing, 12 font size and Time New Roman as font.See Answer
Q9:List problems in creating the Construction Document Set./n Commercial Design Using Autodesk Revit 2021 Lesson 14 CONSTRUCTION DOCUMENTS SET: This lesson will look at bringing everything you have drawn thus far together onto sheets. The sheets, once set up, are ready for plotting. Basically, you place the various views you have created on sheets. The scale for each view is based on the scale you set while drawing that view, which is important to have set correctly because it affects the text and symbol sizes. When finished setting up the sheets, you will have a set of drawings ready to print, individually or all at once. See the view on sheets for additional information. Exercise 14-1: Setting Up a Sheet Creating a Sheet View 1. Open ex13-5.rvt and Save As 14-1.rvt. 2. Select View → Sheet Composition → New Sheet. New Sheet Select titleblocks: E1 30 x 42 Horizontal: E1 30x42 Horizontal None Select placeholder sheets: New Sheet Title Revisions Guide Matchline Block Grid Sheet Composition Load... Next Revit will prompt you for a Titleblock to use. The template file you started with only has one; that's the one you will use (Figure 14- 1.1). 3. Click OK to select the E1 30x42 Horizontal titleblock. OK Cancel FIGURE 14-1.1 Select a Titleblock NOTE: A new item shows up in the Project Browser under the heading Sheets. Once you get an entire drawing set ready, this list can be very long. 14-1 Commercial Design Using Autodesk Revit 2021 FIGURE 14-1.2 Initial Titleblock view 4. Zoom into the sheet number area (lower right corner). 5. Adjust the text to look similar to Figure 14-1.3. Autodesk Revit Owner Project Name Unnamed A101 ABC Developers Harbor View Offices Level 1 Floor Plan TIP: Select the title block, hover the cursor over the text you wish to edit, and then click. NOTICE: The time and date stamp. This helps to remember when a sheet was plotted, especially if you forget to update the date before printing. Project Number Date Drawn By Checked By Scale 2016-0043 July 12, 2016 Dan Stine Bob T. Checker A101 1/8" 1'-0" FIGURE 14-1.3 Revised Titleblock data 3/11/2020 3:12:55 PM 14-2 CONSTRUCTION DOCUMENTS SET 6. Zoom out so you can see the entire sheet. 7. With the sheet fully visible, click and drag the Level 1 label (under floor plans) from the Project Browser onto the sheet view. You will see a box that represents the extents of the view you are placing on the current sheet. 8. Move the cursor around until the box is somewhat centered on the sheet (this can be adjusted later at any time). Your view should look similar to Figure 14-1.4. Viewport 园 <! FIGURE 14-1.4 Sheet view with Level 1 added Autodesk Revit Descrip on ABC Developers Harbor View Offices Level 1 Floor Plan A101 E-CON July 12, 2015 BT.Creder 9. Click the mouse in a "white" area (not on any lines) to deselect the Level 1 view. Notice the box goes away (unless the Crop Region is set to display in the view being placed). 10. Zoom In on the lower left corner to view the drawing identification symbol that Revit automatically added (Figure 14-1.5). 14-3 Commercial Design Using Autodesk Revit 2021 1 Level 1 1/8" = 1'-0" FIGURE 14-1.5 Drawing title NOTE: The drawing number for this sheet is added automatically. The next view you add will be number 2. The view name is listed. This is another reason to rename the elevation and section views as you create them. Also notice that the drawing scale is listed. Again, this comes from the scale setting for the Level 1 view. 11. Zoom Out to see the entire sheet again. 12. Add two more sheets and set up Levels 2 and 3 on them: a. Sheet A102 → Level 2 Floor Plan b. Sheet A103 → Level 3 Floor Plan NOTE: When you create a new sheet, most of the titleblock is filled in and the number has increased by 1. This information can be changed if needed. TIP: Back in the view, if you select the Crop Region, you can select Edit Crop to adjust the perimeter to be L-shaped if needed. This also works with the Callout tool on the View tab. Setting Up Exterior Elevations: Next you will set up the exterior elevations on the A200 series sheets. 13. Create a new Sheet and adjust the title block data: a. Sheet Title: Exterior Elevations b. Sheet Number: A200 14. Drag the South elevation view onto the sheet. Place the drawing near the lower right. 15. Drag the North elevation view onto the same sheet. Place the drawing so that the drawing title tag is aligned. (Revit will snap to this position vertically.) TIP: When placing a view on a sheet, Revit will display a dashed reference line when the model portion of the view aligns with an adjacent model view. This allows you to ensure views align with each other on a sheet. Your drawing should look similar to Figure 14-1.6. These same steps can be applied to the floor plan views to hide the trees if desired. 14-4 о CONSTRUCTION DOCUMENTS SET 0 0 0 0 0 0 0 000 00 0000000 ☐ ☐ ☐ ☐ ☐ ☐ 000000 Do T Ө Autodesk Revit ABC Developers 0 0 0 0 0 0 O O O O O O 0 0 0 0 00 000 Harbor View Offices Exterior Elevations 0 0 0 0 0 0 ☐ ☐ ☐ FIGURE 14-1.6 North and South exterior elevations A200 Next you will turn off the trees in the south view. Normally you would turn them off in all views. However, you will only turn them off in the south view to show that you can control visibility per view on a sheet. 16. Click anywhere on the South elevation view to select it. 17. Now Right-Click and select Activate View from the pop-up menu (see image to right). TIP: you can also double-click within the view. At this point you are in the viewport and can make changes to the project model to control visibility, which is what you will do next. 18. Type VV on the keyboard (do not press Enter). 19. In the visibility dialog Uncheck Planting. 20. Close the open dialog box. Cancel Repeat [Sheet] Recent Commands Activate View Hide in View Override Graphics in View Create Similar Edit Family Select Previous 21. Right-click anywhere in the drawing area and select Deactivate View from the pop- up menu. TIP: you can also double-click outside of the viewport to deactivate. 14-5See Answer
Q10:Question 3 "Milky Milk" has three (3) warehouses and five (5) retail stores. The company needs to transport its milk tanks from the warehouses to the stores. The supply in each warehouse, the demand of each store and the transportation cost per gallon from each warehouse to each store are all given in the table below: Store 1 2 3 4 5 10 Suppl y Warehouse $2.1 $4.1 $1.6 $2.0 $3.3 1 0 0 0 0 0 Warehouse $0.9 $4.2 $5.5 $3.1 $3.6 2 Warehouse $3.8 $5.1 0 0 0 0 0 6 150 $0.8 $4.0 $1.8 130 3 0 0 0 0 0 30 Demand 35 70 65 180 40 For example, in warehouse 2 the company has 150 gallons of milk; the demand in store 5 is for 40 gallons; the cost of transporting one (1) gallon of milk from warehouse 2 to store 5 is $3.60. The objective is to satisfy the demand in each store while minimizing transportation costs. You may assume that the company can transport parts of a gallon; for example, the company may transport 3.3 gallons of milk from warehouse X to store Y. Answer the following and also submit the Solver spreadsheet with your answers. Please indicate the actual answers in this document. 1. What is the total cost of satisfying all the demand? 2. How much milk should be transported from each warehouse to each store to satisfy the demand?See Answer
Q11:Question 2 BP has three potential sites where it can build a drilling rig. Due to its past experience, the CEO has instructed his management team to choose no more than one site. The costs, the revenues and the estimated outcomes for each site are given in the table below. Probabilities for the different outcomes Site Costs (in million $) E1 (Overflowing) E2 (Wet) E3 (Dry) Expected Expected Expected revenue: 30$M revenue: revenue: 5SM $0 A 2 0 0.8 0.2 B 8 0.3 0.5 0.2 с 6 0.2 0.4 0.4 For example, it costs $8M to build a drilling rig in site B. There's a 30% chance for E1 with potential revenue of $30M; 50% chance for E2 with potential revenue of $5M; and a 20% chance for E3 with zero revenue. 1. Calculate the EMV 2. How much would the company be willing to pay for perfect information on all three sites (together)? Note that after finding out the true nature of each site, the company can still choose no more than one site. 3. After a close vote, the company decided not to drill in sites A and B. It was also decided that site C would be chosen only if it were profitable to drill there. In addition, the company's CEO determined that site C could not be overflowing (state E1). Assuming that is true, how much would the company be willing to pay for perfect information on site C now?See Answer
Q12:Question 1 A project is made of the following activities: Duratio Predecessor ES EF LS LF slac Task n (s) k A 2 - BCDEFG 20 A с 5 A 20 C 17 B,C,D 11 D 2 E,F 1. Complete the table above - ES, EF, LS, LF, Slack 2. What is the critical path? What is the project duration? 3. Refer to the critical path you found in 2. Assume that every activity is normally distributed. Each activity's mean is given in the table above. Each activity's standard deviation is 20% of its mean (for example, the mean duration of activity A is 2 and its standard deviation is 0.4). What is the probability that the project will last more than 48 days? Z F(x) Z F(x) -2.5 0.006 -1 0.159 -2.4 0.008 -0.9 0.184 -2.3 0.011 -0.8 0.212 Nood Z F(x) 0.5 0.691 0.6 0.726 0.7 0.758 -2.2 0.014 -0.7 0.242 0.8 0.788 -2.1 0.018 -0.6 0.274 0.9 0.816 -2 0.023 -0.5 0.309 1 0.841 -1.9 -1.8 -1.7 -1.6 -1.5 -1.4 -1.3 -1.2 -1.1 0654321 0.029 -0.4 0.345 1.1 0.864 0.036 -0.3 0.382 1.2 0.885 0.045 -0.2 0.421 1.3 0.903 0.056 -0.1 0.46 1.4 0.919 0.067 0 05 1.5 0.933 0.081 0.1 0.54 1.6 0.945 0.097 0.2 0.115 0.136 DO 0.3 0.4 234 0.579 1.7 0.955 0.618 1.8 0.964 0.655 1.9 0.971See Answer
Q13: MGT 611 - Project Analytics Question 1 A project is made of the following activities: Duratio Predecessor(s ES EF LS LF slac Task n 2 k A 2 B 20 A C 5 A Ꭰ 20 C E 17 B,C,D F 11 D G 2 E,F 1. Complete the table above - ES, EF, LS, LF, Slack 2. What is the critical path? What is the project duration? 3. Refer to the critical path you found in 2. Assume that every activity is normally distributed. Each activity's mean is given in the table above. Each activity's standard deviation is 20% of its mean (for example, the mean duration of activity A is 2 and its standard deviation is 0.4). What is the probability that the project will last more than 48 days? Z F(X) Z F(X) Z F(x) -2.5 0.006 -1 0.159 0.5 0.691 -2.4 0.008 -0.9 0.184 0.6 0.726 -2.3 0.011 -0.8 0.212 0.7 0.758 -2.2 0.014 -0.7 0.242 0.8 0.788 -2.1 0.018 -0.6 0.274 0.9 0.816 -2 0.023 -0.5 0.309 1 0.841 -1.9 0.029 -0.4 0.345 1.1 0.864 -1.8 0.036 -0.3 0.382 1.2 0.885 -1.7 0.045 -0.2 0.421 1.3 0.903 -1.6 0.055 -0.1 0.46 1.4 0.919 -1.5 0.067 0 0.5 1.5 0.933 -1.4 0.081 0.1 0.54 1.6 0.945 -1.3 0.097 0.2 0.579 1.7 0.955 -1.2 0.115 0.3 0.618 1.8 0.964 -1.1 0.136 0.4 0.655 1.9 0.971 Question 2 BP has three potential sites where it can build a drilling rig. Due to its past experience, the CEO has instructed his management team to choose no more than one site. The costs, the revenues and the estimated outcomes for each site are given in the table below. Probabilities for the different outcomes Site Costs (in million $) E1 (Overflowing) E2 (Wet) Expected revenue: Expected revenue: 30$M E3 (Dry) Expected revenue: 5$M $0 A 2 0 0.8 0.2 B 8 0.3 0.5 0.2 C 6 0.2 0.4 0.4 For example, it costs $8M to build a drilling rig in site B. There's a 30% chance for El with potential revenue of $30M; 50% chance for E2 with potential revenue of $5M; and a 20% chance for E3 with zero revenue. 1. Calculate the EMV 2. How much would the company be willing to pay for perfect information on all three sites (together)? Note that after finding out the true nature of each site, the company can still choose no more than one site. 3. After a close vote, the company decided not to drill in sites A and B. It was also decided that site C would be chosen only if it were profitable to drill there. In addition, the company's CEO determined that site C could not be overflowing (state E1). Assuming that is true, how much would the company be willing to pay for perfect information on site C now? Question 3 "Milky Milk" has three (3) warehouses and five (5) retail stores. The company needs to transport its milk tanks from the warehouses to the stores. The supply in each warehouse, the demand of each store and the transportation cost per gallon from each warehouse to each store are all given in the table below: Store 1 2 3 4 5 Suppl y $2.1 $4.1 $1.6 $2.0 $3.3 Warehouse 1 170 0 0 0 0 Warehouse 2 $0.9 $4.2 $5.5 $3.1 $3.6 150 0 0 0 0 Warehouse 3 $3.8 $5.1 $0.8 $4.0 $1.8 130 0 0 Demand 35 70 65 180 40 For example, in warehouse 2 the company has 150 gallons of milk; the demand in store 5 is for 40 gallons; the cost of transporting one (1) gallon of milk from warehouse 2 to store 5 is $3.60. The objective is to satisfy the demand in each store while minimizing transportation costs. You may assume that the company can transport parts of a gallon; for example, the company may transport 3.3 gallons of milk from warehouse X to store Y. Answer the following and also submit the Solver spreadsheet with your answers. Please indicate the actual answers in this document. 1. What is the total cost of satisfying all the demand? 2. How much milk should be transported from each warehouse to each store to satisfy the demand?See Answer
Q14: University of Leeds School of Civil Engineering, 2022-23 session Semester 2. CIVE2860 Design Studio 2 Module Guide. Module Code and Title: CIVE2860 Design Studio 2 Assignment Title: Assignment Type: Assignment Weighting Part 1 - Group Element Background Study Part 1 - Set Date Submission Date: Submission Method: Feedback Date: Part 1 - Background Study | Part 2 - Presentation/ Report/Physical Model / Digital Sketchbook Summative 20 Credits 20% A3 Digital Presentation / 3 slides per person group. 30th January 2024 5th February 2024 - 23:59 Electronic via Turnitin on Minerva 26th February 2024 Type of Feedback: Part 2 - Individual Element Part 2 - Set Date Mark and comments 80% 30th January 2024 A59 CIVE2860 Design Studio 2 Module Guide A59-y 2024 Congle Kirk Hammerton H York Rd River Nidd CIVE2860 Design Studio 2, The Suburban House. Introduction: This module is a design project with group and individual study elements. It is worth 20 Credits of the 120 in each year of study. Group elements of work are background studies in support of the main individual design project, which is to create proposals for the residential dwelling in the Village of Kirk Hammerton, North Yorkshire. 2 CIVE2860 Design Studio 2 Module Guide Module content and guidance is set out within this document as per the headings set out below: Contents: Aims & objectives • Group task briefs о Submission requirements The Brief Design Process: Part 1, Group background study Learning modes and assessment, teaching team p2 p4 p5 p9 Groups for Part 1 and Part 2 Design Process: Part 2, Individual scheme design. 。 Working method Timetable and key dates ○ Tutorials schedule Submission requirements о Assessment criteria 3 p10 P12 p10 p12 p12 p13 p19 CIVE2860 Design Studio 2 Module Guide Aims, objectives & learning outcomes. In year 1 you have designed relatively small proposals and primarily worked in groups. Design Studio 2 develops on the design introduction undertaken in the integrated design project 1, and allows investigation and design which will further develop your analytical, technical and creative skills. An individual project that will allow an understanding of the needs of users, the impact of site conditions and context, technical requirements, and aesthetic considerations. Successful completion of the project will demonstrate your enhanced knowledge and understanding of architectural and engineering design as creative and technical disciplines. As part of this you will complete these objectives: • • • • • • Carry out a group task to understand the site conditions and local context analysis Develop an understanding of precedent and technical study of residential developments. Develop your own individual interpretation of the brief using your understanding of site and user requirements; Develop outline proposal options for the design scheme, using these to test ideas for site and brief responses; Develop strategies and proposals for spatial and aesthetic solutions alongside those for environmental control systems and structural design; Complete detailed proposals and demonstrate communication skills through graphic presentation of drawn materials and a project report. Learning modes and assessment, teaching team. The module includes group and individual work with lectures and tutorials, using investigative and creative processes as part of a design project. Assessment is of creative and analytical material and its presentation. The teaching team within the School is о Yasar Awais y.awais@leeds.ac.uk - Module leader & architecture elements Professor Simon Rees - S.J.Rees@leeds.ac.uk - Building physics elements Dr Michele Mak – M.W.T.Mak@leeds.ac.uk - Structural elements о Dr Sally Shazad - S.Shahzad@leeds.ac.uk - Architecture elements / support Additional support is provided by four architect practitioner visiting tutors. 4 The Brief: CIVE2860 Design Studio 2 Module Guide Gils thwaite Ln Kirk Hammerton Beck Gilsthwaite tn Gils thwaite Ln Kirk Hammerton Beck The project is based on a development scenario for a suburban house in the Village of Kirk Hammerton. The outline brief is to develop proposals for a residential dwelling with a maximum floor area of 200sqm over three floors. (00 Ground / 01 First / 02 Second) The site contains six development plots and each student is allocated a plot on the development site. You are required to develop a client brief, design the house and its external spaces (front and rear garden) are to be designed as part of the proposal. 5See Answer
Q15:Lab 3-Frame Plastic Failure Given ly- N/mm2; Zp-(bd2/4) П Mp-fyzo Load the frame in 50 N increments to 350 N, and then in 20 N increments to failure. Measure the sway and vertical deflections for each load increment. Plot, on the same graph, two load-deflection curves (one for the sway and one for the vertical deflections), and hence calculate the load to cause the plastic collapse of the frame. Report 3: 1 2 marks) Aims and Objectives Experimental set-up schematic line diagram (not photograph) (10 marks) (10 3 Reduced Test Data (10 marks) 4 Graph-Vertical and Sway Defections (y-axis). on the same graph, vs Loads (x-axis) (20 marks) 5 Theoretical calculation 6 Discussion A brief discussion on the correlation between the experiment, and theoretical results. (30 marks) 120 marks)See Answer
Q16:Lab 2 - Beam Plastic Failure W 200 mm 200 mm d Given: f= N/mm² Z (bd³/4); M. Zf, Load the frame in 5 x 50 N increments, then 4 x 20 N increments, and then in 10 N increments to failure. Measure the vertical deflections for each load increment. Plot the load-deflection curve and hence calculate the load to cause the plastic collapse of the frame. Lab 2 Report: 1 Aims and Objectives 2 marks) Experimental set-up schematic line diagram (not photograph) 3 Reduced Test Data (10 marks) (10 (10 marks) 4 Graph - Vertical Defections (y-axis) vs Loads (x-axis) (20 marks) 5 Theoretical calculation (30 marks) 6 Discussion (20 marks) A brief discussion on the correlation between the experiment, and theoretical resultsSee Answer
Q17:Lab 1 Report: 1 Aims and Objectives (5 marks) 2 Experimental set-up schematic line diagram (5 marks) (not photograph) 3 Reduced Test Data (5 marks) 4 Graph-Vertical Defections (y-axis) vs Loads (x-axis) Note the deflection at 50 N (5 marks) 5 Graph - Bending stress (y-axis) vs Loads (x-axis) Note the stresses at 50N (10 marks) 6 Bending moment diagram (10 marks) Use moment distribution method, working in units of N and mm, for a load of P = 50 N 7 Vertical reactions (10 marks) Calculate the vertical reactions at A, D and H. 8 Bending stress (10 marks) Calculate the bending stress on the top surface at C and G. 9 Vertical deflection (10 marks) Using Macauley's method, determine the vertical deflection at E. 10 10 Computer aided analysis (using Ftool) Model the beam for a load of P = 50 N. (5 marks) Positions A, B, C, D, E F, G, H corresponding to nodes 1, 2, 3, 4, 5, 6, 7, 8 Show screenshot of beam with loads and supports, structure, section properties, section dimensions, material properties. 11 Ftool-annotated bending moment diagram (5 marks) 12 12 Ftool-annotated shear force diagram support reactions (5 marks) الله 13 Ftool-annotated vertical deflection diagram (5 marks) 14 Discussion (10 marks) A brief discussion on the correlation between the experiment, theoretical and computer aided analysisSee Answer
Q18:Problem 1 For crew C2 calculate Bare Labor cost ($/SFCA) A project has 1,000 SFCA. Calculate the total bare cost when material bare cost is $3.88/SFCA. 0 Forms In Place, Beams And Girders Line Number 031113200010 031113200500 Description Unit Crew Daily Output FORMS IN PLACE, BEAMS AND GIRDERS Exterior spandrel, job-built plywood, 12" wide, 1 use SFCA Bare Incl. Crew C-2 Hr. Daily Hr. Daily Costs O&P 1 Carpenter Foreman (outside) $50.45 4 Carpenters 48.45 $403.60 $77.40 $619.20 $47.02 1550.40 74.30 2377.60 $72.13 1 Laborer 37.90 48 L.H., Daily Totals 303.20 58.15 465.20 $2257.20 $3462.00 $47.02 $72.13 C2 225.00 Problem 2: A high-rise building is to be supported on a reinforced concrete "raft" foundation (mat foundation) measuring 100 feet by 150 feet. This foundation contains 3,000 cu.yds of concrete to be placed in a single continuous pour. Concrete is to be brought to the site in concrete mixers that can deliver up to 75 cu.yds of concrete per hour. Three alternative means of conveying concrete from the trucks to the foundation are to be considered based on the following data: Wage Rates and Prices $30.00 per hr. $33.00 per hr. Labourer Labour Foreman Equipment Operator 25-Ton Mobile Crane 5" concrete pump Conveyor system $40.00 per hr. $1,015.00 per day $1,250.00 per day $1,150.00 per day Alternative 1- Crane and Bucket: using 2 mobile cranes with 1.25 cu.yd. buckets and a crew consisting of 1 foreman, 12 laborers, and 2 equipment operators, it is estimated that this concrete can be placed at the rate of 50 cu.yd/hr. Start up and finish in this method will take 3 hours. Alternative 2- Pumping: using two concrete pumps and a crew consisting of 1 foreman, 14 laborers and 2 equipment operators, it can be estimated that this concrete can be placed at the rate of 60 cu.yd/hr. Start up and finish will take the same 3 hours. Alternative 3- Belt Conveyor system: using two belt conveyor systems and a crew consisting of 1 foreman, 18 laborers, and 2 equipment operators, it is estimated that this concrete can be placed at the rate of 72 cu.yd./hr. Start up and finish in this method will take slightly longer (5 hours). Calculate and compare the unit cost ($/cu.yd) for the above three alternatives. Summarize your results in the following Table. Which alternative would you select? Method Labor Cost ($/cu.yd) Equipment Cost ($/cu.yd.) Total Cost ($/cu.yd) Mobile Crane & Bucket Pumping Belt ConveyorSee Answer
Q19:/n Assignment Content Project Management (MG230-44) Week-6 Homework Assignment Read Chapter 7 Follow these instructions ONLY if you have access to Microsoft Project Software: Submit a network diagram of the logical sequence of ALL activities in your project. Enter all of your activities (your WBS) into the software. Then enter all of your dependencies & time duration. Then "click" view, (you may have to click "more views) and you'll see "network diagram". Click this and you should see the network diagram for your project. submit the MS Project file to me as your HW upload Remember this is for your project that you have been working on all semester. NOT some new project. Follow these instructions if you DO NOT have access to Microsoft Project Software: If you do not have access to MS Project, or cant get a hold of a trial version, then please use the Excel Template that I provided this week to enter your tasks and turn in the assignment. Please remember you will not be able to run a Network Diagram with Excel. or see any Critical Path using Excel. You are basically taking your tasks from your WBS and entering them in the Excel template. The template may have sample data in it so please delete it and enter your tasks from your project. These locations may have MS Project Installed: Or you can try the following links: Or you can try to download a free trial version from the web-do a goggle search! Or try this site: https://microsoft-project-professional-2016.en.softonic.com/downloadSee Answer
Q20:2. Resource Leveling. Level the resources for the following schedule. Draw two manpower curves for the project: one before and one after leveling. Indicate the peak number of workers in both cases. Use the early start dates for the "before leveling" schedule. (It is suggested you use Excel to solve this problem). Activity Duration Workers 5 1826260928220064 535223022372573 Predecessor A B A A D A E C F E G MOHLIKENN J Milestone B, C, D, E, F Milestone Н Milestone Milestone Milestone Milestone A A G,H,I,J,K,L,MSee Answer

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