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Q1: CV ING orded peration A WARNING 24hr Recorded CCTV in Operation CV 024 7683 3636 PF SPR OUND THE/n16:28 <deb781279767587d15ac8b238372c... ding Grove St Coventry University and ve Street earpark tat Park Arundel House by itr ou tudent.... Purple Tay 4053 Whitefriars 4053 elevated section of ring road (link) Q Gosford St 34 Parapet cladding, cross beams and columns of Armstrong Siddeley Buildin Jaguar Buil Coventry Unive Enterprise Car Club- Gosford St Car Park. P C W William Mc Coventry U ..../n Materials 3 Health and Safety risk management and general conduct: • Visit the location in good weather & daylight and remain on public property to perform the inspection. • If visiting the location on your own, let someone know where you are going. Visual Inspection Task • If challenged by a member of the public be courteous and respectful when you explain what you are doing but if you are requested to leave, do so. When taking photographs be respectful of people's privacy and do not photograph people. It is not illegal to photograph from public property/in a public place unless it is for criminal or terrorist purposes. • Do not cause any damage to the material or structure by attempting an intrusive inspection. The inspection is visual only. This brief is for both Materials 3 modules: 6023EXQ Materials 3 (MEng/BEng) and 6024EXQ Materials 3 (BSc). Differences in the brief and the tasks you should complete on the MEng/BEng module are identified by [ ... ]*. There is no coursework associated with this task, but a test question will account for 30% of the marks. 1. Learning outcomes associated with this task All module learning outcomes are relevant, but specifically number 3: 1. Explain the degradation processes that may occur in materials. 2. Specify materials and construction practice to achieve a sustainable and durable built environment asset. 3. [Critically]* assess the in-service performance of a material, diagnose the reasons for failure and articulate an appropriate repair/replacement procedure. [...]* for 6023EXQ MEng/BEng students What is meant by "critically assess" for this task? Explain and justify your statements. Link them to relevant theoretical principles and comparison to other examples of similar instances referenced from other sources (such as examples from the tutorial questions or other publication sources). When stating findings or recommendations refer to the evidence from your observations to justify your statements. 2. Procedure 2.1 Select a location to perform the visual inspection Suggested possible material degradation assets that can be used for this assessment are shown in Figure 1, 2 and 3. You are free to use any of them, or any other suitable location that enables you to achieve the learning outcomes and complete the task. [As last resort you may use an example from the Tutorial questions. Not recommended for 6023EXQ students as you may need these examples as part of your critical assessment.]* 2.2 Prepare your answer to the test question It is expected that your answer should require around 2-4 sides of A4 consisting of about 1000 words and annotated images [and references]. You are encouraged to bring your draft answer to the revision tutorial and get constructive feedback from staff and peers. You should bring your answer to the test and submit it as part of the assessment. Tim Davis, 12/9/2022 version 1.01 1 of 5 Materials 3 Test Question [Note differences between 6023EXQ & 6024EXQ Materials 3 modules]*: a) Identify the asset that you inspected and the relevant general information regarding the visit (date and time of the inspection, component type, materials used, prevailing weather conditions). Include annotated image(s) showing the component's location. Describe the deterioration (or the construction defect that is likely to lead to deterioration). Include annotated photographs and/or sketches of the component. (5 marks) b) Identify the degradation mechanism(s) that is causing (or is likely to lead to) deterioration and explain why the specific location & materials are affected. [Justify your answer by referring to relevant theoretical principles and examples of similar deterioration.]* Make reference to the photographic evidence you have included and any assumptions regarding the material specification and construction details that may or may not be apparent in the photographic evidence. (15 marks) c) Recommend [and justify]* an appropriate course of action to improve the long-term durability of the material and component. Possible options include, but are not limited to: ● Do nothing/continue to monitor, Commission further (invasive) tests, ● Visual Inspection Task ● Repair, ● ● Repair and modify, Demolish and replace. Include details of material specification and construction details that should be (have been) employed to achieve long-term durability of the component. This may include referring to any assumptions stated in your answer to part b) about the materials used in the component assuming it was built following best practice. (10 marks) 2.3 Avoiding collusion The test question is an individual assessment but it is expected that you may perform the inspection and discuss your approach to the answer with peers and academic staff in the revision tutorial. However, you should not share your images, notes or answer, thereby removing the risk of excessive similarity between someone else's answer and your own. Any suspected collusion will be investigated for academic misconduct. Ensure that you are aware of the definitions and rules regarding Academic Integrity. Tim Davis, 12/9/2022 version 1.01 2 of 5 Materials 3 Peacocks Clothing Shop oventry Prestige Student Living 33 Parkside side Design Hub Subway link from Much Park Street Boundary Wall Parkside Enterprise Centre Tim Davis, 12/9/2022 version 1.01 Retaining Wall Christian Life Ministries Coventry & Warwickshire A4053 Coventry University Technology Park Boundary Wall 33 The Welcome Cent Glar The National Transport Design Centre Figure 1 Asset locations South of Coventry Ring Road (Source: Google Maps) Za Visual Inspection Task 3 of 5 Materials 3 REARST Much Park St ort Through ater Much Park St Ivy House Richard Crossman Building, Coventry... Richard Crossman Building Sir John Laing Building, Coventry University Ground floor internal corridor walls in Highway Lab & Concrete curing tank room St Johns St Park St 3 Retaining Wall Sir John Laing Building Tim Davis, 12/9/2022 version 1.01 king The Ink well Art supply shop Qul-Language Solutions Whitefriars Ln H Cox St Centre for Global Learning Education... 7715 Whitefriars Gate Figure 2 Asset locations around Much Park Street (Source: Google Maps) The Phoenix Gosford St NSPCC Visual Inspection Task Sports Centre Alison Gingell building Coventry Boys and Girls Club Quids Inn Pub Whitefriars Ln Whitefriars Car Park Gosford S Can Aru Planet In 4 of 5 Materials 3 ding Coventry University and Grove St itat ve Street p earpark Park Arundel House oventr ouse Student.... 4053 Whitefriars Purple A4053 Gosford St Armstrong Siddeley Building. Tim Davis, 12/9/2022 version 1.01 Parapet & cladding walls (link) Jaguar Building, Coventry University Elterprise Car Clubs Gosford St Car Park William Morris Building, Coventry University Sir William Lyons Building... Gosford St Gosford St Lanchester Library Frederick Lanchester Building Coventry Gosford St Staff Car Park Coventry University Retaining wall RCP Parking Visual Inspection Task Frank Whittle Building Coventry University Gosford ISP National Tyres and Autocare-a Tyre Shop Johnstone's Decorating Centre Pet shop Host Gosford Homes for Stud Calcott Ten Sa Parapet & cladding walls (link) Parapet cladding, cross beams and columns of elevated section of ring road (link) +13+ Figure 3 Asset locations around Whitefriars Way & University buildings (Source: Google Maps) (links to street views) Beatric Shilling Building, Coventry.... 5 of 5See Answer
Q2: ● ● In this module, you will consider the floor plan in which this emergency trauma center will be housed. Equipment The current trauma location is 1,500 square feet. You may configure this square footage however you prefer. Below is a list of equipment items and their dimensions. Examination table X-ray machine Desk Anesthetic and oxygen unit Stool for anesthesiologist Equipment cabinet ● Dimension S 7 ft by 3 ft 3 ft by 3 ft 4 ft by 3 ft 3 ft by 5 ft 1 ft by 1 ft 4 ft by 6 ft Consider the following questions: Quantity 4 1 2 3 2 5 How would you reconfigure the interior of the structure? What mathematical skills would help you reconfigure the interior of the structure? In your initial post, explain why your proposed floor plan is preferred and why you chose to organize the equipment the way you did. Provide a visual depiction using your preferred software (i.e., Microsoft Word or PowerPoint).See Answer
Q3: PROPERTY VALUATION REPORT 576 North Road Ormond, 3204 Abstract The purpose of this report is to undertake a property valuation for 576 North Road Ormond and arrive at a market value or probable price. SRQ764 Building Project Evaluation Student Name Withheld 29 September 2015 | Word Count 2,748 29 September 2015 Regarding: Property at 576 North Road Ormond, VIC 3204 Dear Client, In compliance with you request, the researched market data and completed valuation analysis has been undertaken for the above described property. The purpose of this report is to estimate the market value of the subject site "as is", on the date of inspection, 24 September 2015 for pre-purchases purposes. The valuation method used was 'direct market comparison' as it is the most relevant. This report is written in compliance with the requirements and limitations set out in section 6 of this report. Assumptions have been made which are outlined in section '5.3.2 Assumptions' when arriving at the market value. Based upon the analysis conducted from the information available, the Market Value of the subject site, as described herein, as of 24 September 2015, is considered to be: $1,820,000 1 One Million Eight Hundred Twenty Thousand Dollars Sincerely, With a transaction zone of $1,085,000 - 2,646,000. The report will lead a reader through the valuation process and provide a summary of the documentation, support and reasoning in arriving at the estimated value. Therefore it is recommended to complete a full review of this report. It is also suggested that a debriefing session is undertaken so that this report can be discussed fully. I look forward to hearing from you, (student Name Withheld) PROPERTY VALUATION REPORT | 576 North Road Ormond, 3204 PROPERTY VALUATION REPORT 1 2 1 TABLE OF CONTENTS 3 EXECUTIVE SUMMARY........... 1.1 Summary Of Facts and Conclusions PROBLEM ANALYSIS & VALUE DEFINITION Reason (S) For The Valuation Evaluation Date 2.1 2.2 2.3 2.4 2.5 Assumptions From Client Definition Of Value Adopted Definition of Interest(s) To Be Valued. 2.5.1 PROPERTY ANALYSIS & SPECIFICATION OF ALTERNATIVE USE. 3.1 Physical Characteristics Site Description 3.1.1 3.1.2 Improvements 3.1.3 Conclusions... 3.2 Legal Characteristics. Items to be excluded in this valuation 3.2.1 3.2.2 Current Lease(s) 3.2.3 3.2.4 3.2.5 Conclusions... Restrictions on Title.. 3.3 Locational Characteristics.. 3.3.1 Regional Location 3.3.2 Conclusions...... 3.5.2 Town Planning Constraints. Political Factors 3.4 Environmental Characteristics 3.4.1 On Site Factors 3.4.2 Off-Site Factors.. 3.5.3 3.5.4 3.5 Psychological Characteristics. 3.5.1 The Locality....…...... The Property... The Market Conclusions...... 2 4 4 4 5 5 5 5 5 LO 5 5 6 6 6 7 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 10 PROPERTY VALUATION REPORT | 576 North Road Ormond, 3204 4 5 6 EVALUATION OF ALTERNATIVE USES AND SELECTION OF PROBABLE USE 4.1 4.2 Possible Alternative Uses Selection of Probable Use PRICE PREDICTION. 5.1 5.2 5.3 Most Probable Buyer. Methodology To Predict Price.... Comparable sales 5.3.1 5.3.2 5.3.3 Adjustments. Table of Data Collected Assumptions..... 5.4 Results - Probable Price. CONCLUSIONS 6.1 Limiting Conditions... 7 APPENDIX......... 8 REFERENCES 3 11 11 11 12 12 12 13 13 14 14 15 16 16 17 19 PROPERTY VALUATION REPORT | 576 North Road Ormond, 3204 PROPERTY VALUATION REPORT 1 EXECUTIVE SUMMARY Both primary and secondary data sources were used in the analysis contained in this report. Secondary data was employed in gathering general information regarding market demand, sales prices, demographics and trends. Primary data was gathered from the subject site through physical inspection and relevant documents. 1.1 SUMMARY OF FACTS AND CONCLUSIONS Subject Property Address Type of Property Ownership Date of Value Physical Attributes Legal Attributes Locational Attributes Psychological Attributes Environmental Attributes Probable Use Probable Buyer Initial price transaction zone Adjustments Adjusted price and transaction zone 576 North Road Ormond, VIC 3204 1/576 North Road Ormond, VIC 3204 Commercial retail space with residential apartment and onsite carparking Private 29 September 2015 Frontage: 14.72m Land Size: 591m2 Building Size: 350m2 Improvements: 2 storey building, ATM No Restrictions on title Maximum Building Height of 9m Within Commercial 1 Zone Frontage to North Road Close to buses and trains Close to amenities, parks, shops etc. Suburb consists of young individuals and families High market demand Mostly renters Palm tree on site No environmental hazards on-site 'As is' Investor or developer Transaction Zone: $1,295,000 -2,415,000 Adjustments made for building size, land size and site improvements/characteristics Market Value: 1,820,000 Transaction Zone: $1,085,000 -2,646,000. PROPERTY VALUATION REPORT | 576 North Road Ormond, 3204/n SRQ764 Building Project Evaluation DEAKIN Worldly *** SRQ764 Building Project Evaluation School of Architecture and Built Environment Trimester 2, 2022 GENERAL INSTRUCTIONS 1. This document is to be read in conjunction with the Unit Guide for this unit. 2. It is the responsibility of each student to confirm submission requirements including date, time, and format. 3. Extension or Special Consideration may be considered for late submission. It is the responsibility of each student to understand Deakin regulations regarding late submission and Special Consideration for assessment. 4. You will be required to complete Assignment 1 as an individual, Assignment 2 in a group of five students, and Assignment 3 as an individual. It is your responsibility to form your own group for the Assignment 2. 5. All assignments must be submitted electronically through Cloud Deakin. Assignments submitted in any other way will not be marked. 6. All assignments submitted through CloudDeakin must be in Portable Document Format (PDF). 7. You may refer to publications, but you must write in your own "voice" and cite the references using the Harvard referencing style (Details about the Harvard referencing style can be found at: https://www.deakin.edu.au/students/studying/study-support/referencing). It is essential for you to fully understand what you write and to be able to verify your source if you are requested. The library provides workshops and advice on citations and referencing. 8. The University regards plagiarism as an extremely serious academic offence. Submission through Cloud Deakin includes your declaration that the work submitted is entirely your own group or individual. 9. If you are not clear about the requirements of the assignments, please seek your Lecturer's help as soon as possible. 10. Before starting your assignment, please read the University document, Study Support, at: https://www.deakin.edu.au/students/studying/study-support ⒸDeakin University Trimester 2, 2022 SRQ764 Building Project Evaluation ASSESSMENT SCHEDULE No 1 2 3 Deliverable Property Valuation Report 30 Group Research Report Individual Report ⒸDeakin University Mark (%) 40 30 100 Format Individual Group Individual Submission Date Week 5: Friday, 12 August 2022 by 8:00pm (AEST) Week 9: Friday, 16 September 2022 by 8:00pm (AEST) Week 12: Friday, 7 October 2022 by 8:00pm (AEDT) Description Written Report Written Report Written Report Trimester 2, 2022 SRQ764 Building Project Evaluation DEAKIN Worldly PURPOSE OF ASSIGNMENT 1 The purpose of this assignment is to enable you to: Examine implications of various social and economic factors for property development and investment ● ASSIGNMENT 1 Property Valuation Report 30% Apply processes and techniques to evaluate the economic components of complex building projects Evaluate and recommend processes and techniques used to prepare property valuation reports ASSIGNMENT TASK Appraisal is about estimating the worth of something. Estimating the land value of a site is an important part of building development appraisal. You will need to select a site that can be used for a commercial property development. Then, you are required to submit a Property Valuation Report that estimates the land value of the site. The report must document processes and techniques used in property valuation. Please note that the assignment task is about working out the possible land value of the site (not the value of building, not the value of building+land). You can select an appropriate site on some property websites, such as Pricefinder (https://www.pricefinder.com.au/portal/app?service-external&page=setup/AutoSetup&cid=deakin) and Commercial Real Estate (https://www.commercialrealestate.com.au/). ADDITIONAL INFORMATION This is an assignment that is to be submitted and marked as an individual. FORMAT OF ASSIGNMENT The assignment should be submitted as a Property Valuation Report. This assignment should be presented as a single PDF document and should be presented as a well formatted and structured report. The report should be approximately 2,000 words (excluding diagrams, photos, tables, charts, references, and appendices). The numbers of words in Title page and Table of contents are also excluded. ⒸDeakin University Trimester 2, 2022 SRQ764 Building Project Evaluation ASSESSMENT SUBMISSION Submission is required on or before 8:00 pm Friday 12 August 2022 (AEST) through the "Assignment 1: Property Valuation Report" folder in CloudDeakin. ASSESSMENT CRITERIA A detailed rubric is provided on the next page. ⒸDeakin University Trimester 2, 2022 SRQ764 Building Project Evaluation ASSESSMENT CRITERIA Criteria Letter of transmittal and executive summary Problem analysis and value definition Property analysis and specification HD Deakin University Excellent letter of transmittal and executive summary with all key property valuation information included Excellent problem analysis and value definition with detailed explanations Excellent property analysis and comprehensive site information. Contents are very clear and well supported Evaluation of alternative most probable use uses and selection of with very detailed explanations. Main most probable Excellent analysis about the alternative uses and selection of specification with very specification with detailed and some good site D opinions are very clear and well Very good letter of transmittal and executive summary with most key property valuation information included Very good problem analysis and value definition with some good explanations Very good property analysis and information. Contents are clear and supported Very good analysis about the alternative uses and selection of most probable use with some good explanations. Main opinions are clear and C Good letter of transmittal and executive summary with general property valuation information included Good problem analysis and value definition with some general explanations Good property analysis and specification with some general site information. Contents are generally provided Good analysis about the alternative uses and selection of most probable use with some general explanations. Main opinions are provided P Basic letter of transmittal and executive summary with limited property valuation information included Basic problem analysis and value definition with limited explanations Basic property analysis and specification with limited site information. Contents need further clarification Basic analysis about the alternative uses and selection of most probable use with limited explanations. Main opinions need further clarification N Poor letter of transmittal and executive summary with very limited property valuation information included Poor problem analysis and value definition with very limited explanations Poor property analysis and specification with very limited site information. Contents need a lot of clarification Poor analysis about the alternative uses and selection of most probable use with very limited explanations. Main Total 10 10 20 10 Trimester 2, 2022See Answer
Q4:Answer the following questions. For Section A-A, compute the weight of bar reinforcing steel (pounds) per linear foot of wall (ie. one foot strip of wall). (20 pts.) 2. For Section A-A, compute the volume of concrete (cubic yards) per linear foot of wall. (20 pts.) 3. For Section B-B, compute the weight of bar reinforcing steel (pounds) per linear foot of wall. (20 pts.) 4. For Section B-B, compute the volume of concrete (cubic yards) per linear foot of wall. (20 pts) 5. Based on your calculations from above, what is the total volume of concrete (cubic yards) for the retaining wall? What is the total weight of bar reinforcing steel (pounds)? (20 pts)See Answer
Q5: HKPOLYU-CEE Title 1. 2. 3. 4. 5. THE HONG KONG POLYTECHNIC UNIVERSITY Appendix A Appendix B Appendix C Department of Civil & Environmental Engineering BEng (Hons) in Civil Engineering CSE48404 Design Project (Session 2023-2024) Scope of Work Requirements Presentations Others References Content Scopes of the Tasks Detailed Requirements to the Interim Design and Final Design Reports Building Plan and Relevant Information 1/4 Page 3 3 CSE48404 HKPOLYU-CEE 1. Scope of work A developer in Hong Kong has engaged to your company to prepare the design of a residential development in Hong Kong. The usage of different floors is generally shown in the below table Floor B1/F - B2/F G/F 1/F - 9/F MR/F UR/F TR/F b) Usage E&M rooms Loading/unloading + Shops + Circulation Domestic + Circulation Flat Roof for E&M usage Lift machine room Flat Roof cover for lift machine room CSE48404 Layout plans of the proposed building and relevant information, including borehole records, are shown in Appendix C. Your group acts as a consultant firm, with duties assigned in Appendix A to prepare the follows: a) Interim Design Report: to work with your group members to prepare two viable schemes (superstructure, foundation and ELS) and present your recommendation to the Client for their decision; Remark: Group marks will be given as a whole on each task based on details of sketch/framing, workability of the schemes, problem identified, suggested solutions, construction sequences etc. The group members should distribute workloads among themselves. Design Report and Presen on: to prepare your own in-depth presentation with the assigned duties of individual group member on one of the recommended scheme. In the Final report, your team as a whole need to address the following scenario: "During the construction of the foundation, the Client wants to adopt Modular Integrated Construction (MiC), and 10% Gross Floor Area (GFA) may be exempted. (Students should consider the effect of having one additional domestic floor being added on top of the existing layout) Your team is required to carry out a feasibility study and prepare a report (not more than 2 single- sided A4 pages) to the Client to describe the implication on the superstructure, foundation and ELS design. "" Preparation of Building Information Model (BIM) is also required. 2. Requirements For the Interim Design Report, potential risk, favorable or unfavorable conditions, site constrains, construction difficulties encountered, suggested solution(s) and likely long-term maintenance requirements, etc, should be highlighted. For the Final Design Report, relevant drawings/documents, with supportive detailed structural calculations 2/4 HKPOLYU-CEE for the recommended scheme should be provided. Detailed requirements of the interim design and final design reports are listed in Appendix B. Information required to be shown on the drawings is listed in Appendix B. Essential information of the building plan and relevant information is attached in Appendix C. CSE48404 3. Presentations Final Design Presentation (Week 4 of 2nd semester) Each group will spend NOT more than 20 minutes # for the presentation of final design report. Then, each group will have 10 minutes for Q&A session. Marks will be given to individual person and group. # In order to avoid affecting performance of later groups, the presentation will be terminated immediately, if time is up. 4. Others In order to avoid delaying design of Foundation and ELS works, the Superstructure Team should deliver preliminary loading schedules for both schemes to the Foundation Team by the end of Week 7. 3/4 HKPOLYU-CEE 5. References Laws of Hong Kong Cap 123 Buildings Ordinance and its sub-legislations Code of Practices Buildings Department, ➤ Buildings Department, Buildings Department, Buildings Department, Buildings Department, ➤ Buildings Department, Buildings Department, Buildings Department, ➤ Buildings Department, Consideration of shelter and topographic effects is not required. Related Website www.bd.gov.hk Code of Practice for Dead and Imposed Loads 2011 Code of Practice for Structural Use of Concrete 2013 Code of Practice for the Structural Use of Steel 2011 Code of Practice on Wind Effects in Hong Kong 2019 * Explanatory Notes to the Code of Practice on Wind Effects in Hong Kong 2019 Code of Practice for Foundation 2017 Code of Practice for Fire Safety in Buildings 2011 Code of Practice for Building Works for Lifts and Escalators 2011 Practice Notes for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineer CSE48404 Other Publications and References Charles E Reynolds and James C Steedman, Reinforced Concrete Designer's Handbook, E & FN; The Institution of Structural Engineers & The Institution of Civil Engineers, The Manual for the Design of Reinforced Concrete Building Structures, The Institution of Structural Engineers; The Institution of Structural Engineers/Concrete Society, Standard Method of Detailing Structural Concrete, The Institution of Structural Engineers; Hong Kong Foundation Handbook, HKIE, 2015/2017; Housing Department, Manual for Design and Detailing of Reinforced Concrete to the Code of Practice for Structural Use of Concrete 2013; Geotechnical Engineering Office, CEDD, GEOGUI GUIDE 1, 2, 3 & 5. Geotechnical Engineering Office, CEDD, Review of Design Methods for Excavations (1990), GCO Publication No. 1/90 Geotechnical Engineering Office, CEDD, Foundation Design and Construction, GEO Publication No. 1/2006 - END - 4/4 HKPOLYU-CEE Tasks A to D: (Superstructure Team) Superstructure Schemes A and B (Analysis, Design and Detailing of Superstructures) Appendix A Scopes of the Tasks Scheming on the structural frame taking lateral wind/soil and gravity loads for both Schemes A and B Loading run-down on wind/soil and gravity loads for both Schemes A and B Preliminary design of superstructures and transfer structures Preparation of general notes, framing plans, sections, structural details drawings, and column/wall loading schedule Preparation of scheme of construction method of superstructure Remarks:- In the Final Design Report, students assigned for Tasks A to D (Superstructure) will be working together on the recommended superstructure scheme. Tasks E and F: (Foundation Team) Pile Cap(s) and Foundation Schemes A and B (Analysis, Design and Foundation Drawings) CSE48404 Scheming on foundation (Schemes A and B) taking superstructure / sub-structure structural loads and other superimposed loads. Detailed design of the foundation system Preparation of general notes, foundation plans, sections, structural details drawings, and piling schedule Remarks:- In the Final Design Report, students assigned for both Tasks E and F will be working together on the recommended scheme. Tasks G and H: (ELS Team) Excavation and Lateral Support ("ELS") Works Schemes A and B (Analysis, Design and ELS Drawings) Scheming on ELS works (Schemes A and B) Preliminary design of ELS system Preparation of ELS plan with construction sequence Monitoring scheme Remarks: - In the Final Design Report, students assigned for both Tasks G and H (ELS) will be working together on the recommended scheme.See Answer
Q6:Answer the questions for the North Point House. The North House Residence is comprised of 13 prints and 4 sets of questions that can be answered by examining the prints. Print reading is an important aspect of being a CAD Operator or whatever the title may be. One of the greatest skills when looking at prints is to determine what a distance may be that is not shown. Work with the prints and see if they are a good set or a bad set. A good set of prints will leave nothing to the imagination and the examiner of the prints will be able to move between sheets effortlessly and find what is to be found. The following prints are for the North House Residence. largeprints nh01.pdf largeprints nh05.pdf largeprints nh02.pdf largeprints nh06-2.pdf largeprints nh03.pdf largeprints nh04.pdf largeprints nh07-1.pdf largeprints nh08-1.pdf✓ largeprints nh09.pdf largeprints nh10.pdf largeprints nh11.pdf largeprints nh12.pdf largeprints nh13-1.pdf↓/n Activity B-1 Foundation Name 1. What are the dimensions for the following? A. Overall dimension across the rear of the house. B. Overall dimension across the front of the garage C. Rear right corner of the house to the centerline of the windows in the ping pong area_ 2. Refer to the foundation wall footings to answer the following questions. A. Where are the foundation wall sections found? B. What are the sizes of the footings? C. What is the specified psi rating of the concrete? D. What is the rebar specification?_ 3. Refer to the foundation wall sections to answer the following questions. A. What is the difference between the reinforcing shown in Section 1 and Section 2 on Sheet A9? B. Which section specifies foundation waterproofing? C. Of what size and type are the footing drains? 4. Referring to the foundation wall sections, what is specified for the concrete, vapor barrier, and under-slab fill for the basement slab? 5. What is the specified grade for concrete reinforcing bars? 6. What are the psi and air entrainment specifications for the concrete for the garage slab? 7. Describe the discrepancy between the basement slab concrete psi rating indicated on plan drawings, sections, and notes and/or general notes and specifications. What should the contractor expect to do? Copyright Goodheart-Willcox Co., Inc. 313 314 Section 6 Advanced Print Reading Projects 8. What is to be done at each garage door opening? 9. What is the meaning of the shaded area at the front porch? 10. What note refers to the column footings and what is specified? 11. How many column footings are there? 12. What is specified to support the stair framing? Copyright Goodheart-Willcox Co., Inc. Activity B-2 Floor Plans, Elevations, and Sections Name 1. What are the typical finish materials that are indicated on the elevations of the house? 2. Refer to the front porch columns to answer the following questions. A. How many columns are there? B. What note refers to the columns? C. What material is specified?. 3. What is the ceiling height at the covered front entry from the first floor level? 4. On the rear elevation drawing, the windows located toward the center of the house are "stepped" down. What is inside the house to require this layout? 5. What is the typical first floor window rough opening (R.O.) height? 6. What type of flashing is specified where the roof intersects the facade of the house? 7. What are the floor finishes in the following rooms? A. Powder room #2 B. Exercise room, C. Kitchen D. Study. 8. What is above the toilet in Bathroom #2? 9. Which note and which detail provide footing requirements for bearing stud walls? 10. What note refers to the builder's option projection screen and where is this item located? Copyright Goodheart-Willcox Co., Inc. 315 316 Section 6 Advanced Print Reading Projects 11. How many furnaces are there on the lower level? 12. How is the singing platform constructed? 13. What note refers to insulation on the foundation wall and what is specified? 14. How high is the countertop in the bar area? 15. What note refers to the limits of the ceramic tile in the bar area and how are the limits designated? 16. What ceiling heights are specified in the following areas? A. Storage/Mechanical #1. B. Media area, C. Linen closet. D. Above singing platform. E. Bulkheads in media area F. Garage G. Great room H. Foyer. I. Study. J. Bedroom #3. K. Bulkheads and ceiling in great room 17. What note refers to the dishwasher in the kitchen and where is this item located? 18. What type of doors are specified for the following openings? A. Florida room to eating area B. Front door C. Hallway to garage D. Garage car door_ 19. Where are the attic access panels located? Copyright Goodheart-Willcox Co., Inc. Floor and Roof Framing Name 1. On which sheet is the first-floor framing shown? 318 2. What is the typical floor joist size and spacing specification for the first floor? 3. Give the specification for typical steel columns required for the steel beams. Activity B-3 4. What type of steel beam is specified at the following locations? A. Span across the media center. B. Span from the media center to the ping pong area C. Span between the foundation walls in the exercise room 5. What is the floor joist size and spacing specification for the typical joists that frame the second floor? 6. What is specified for the columns in the dining room, kitchen, and eating area? 7. What type and size is the beam spanning diagonally from column to column in the space between the kitchen and great room? 8. What size beam spans from the kitchen column to the piano room over the "down" portion of the stairs? 9. What is the typical spacing for the roof trusses? 10. What does the dashed outline indicate on the roof plan? 11. What is the typical pitch of the roofing system? Copyright Goodheart-Willcox Co., Inc./n Activity B-1 Foundation Name 1. What are the dimensions for the following? A. Overall dimension across the rear of the house. B. Overall dimension across the front of the garage C. Rear right corner of the house to the centerline of the windows in the ping pong area_ 2. Refer to the foundation wall footings to answer the following questions. A. Where are the foundation wall sections found? B. What are the sizes of the footings? C. What is the specified psi rating of the concrete? D. What is the rebar specification?_ 3. Refer to the foundation wall sections to answer the following questions. A. What is the difference between the reinforcing shown in Section 1 and Section 2 on Sheet A9? B. Which section specifies foundation waterproofing? C. Of what size and type are the footing drains? 4. Referring to the foundation wall sections, what is specified for the concrete, vapor barrier, and under-slab fill for the basement slab? 5. What is the specified grade for concrete reinforcing bars? 6. What are the psi and air entrainment specifications for the concrete for the garage slab? 7. Describe the discrepancy between the basement slab concrete psi rating indicated on plan drawings, sections, and notes and/or general notes and specifications. What should the contractor expect to do? Copyright Goodheart-Willcox Co., Inc. 313 314 Section 6 Advanced Print Reading Projects 8. What is to be done at each garage door opening? 9. What is the meaning of the shaded area at the front porch? 10. What note refers to the column footings and what is specified? 11. How many column footings are there? 12. What is specified to support the stair framing? Copyright Goodheart-Willcox Co., Inc. Activity B-2 Floor Plans, Elevations, and Sections Name 1. What are the typical finish materials that are indicated on the elevations of the house? 2. Refer to the front porch columns to answer the following questions. A. How many columns are there? B. What note refers to the columns? C. What material is specified?. 3. What is the ceiling height at the covered front entry from the first floor level? 4. On the rear elevation drawing, the windows located toward the center of the house are "stepped" down. What is inside the house to require this layout? 5. What is the typical first floor window rough opening (R.O.) height? 6. What type of flashing is specified where the roof intersects the facade of the house? 7. What are the floor finishes in the following rooms? A. Powder room #2 B. Exercise room, C. Kitchen D. Study. 8. What is above the toilet in Bathroom #2? 9. Which note and which detail provide footing requirements for bearing stud walls? 10. What note refers to the builder's option projection screen and where is this item located? Copyright Goodheart-Willcox Co., Inc. 315 316 Section 6 Advanced Print Reading Projects 11. How many furnaces are there on the lower level? 12. How is the singing platform constructed? 13. What note refers to insulation on the foundation wall and what is specified? 14. How high is the countertop in the bar area? 15. What note refers to the limits of the ceramic tile in the bar area and how are the limits designated? 16. What ceiling heights are specified in the following areas? A. Storage/Mechanical #1. B. Media area, C. Linen closet. D. Above singing platform. E. Bulkheads in media area F. Garage G. Great room H. Foyer. I. Study. J. Bedroom #3. K. Bulkheads and ceiling in great room 17. What note refers to the dishwasher in the kitchen and where is this item located? 18. What type of doors are specified for the following openings? A. Florida room to eating area B. Front door C. Hallway to garage D. Garage car door_ 19. Where are the attic access panels located? Copyright Goodheart-Willcox Co., Inc. Floor and Roof Framing Name 1. On which sheet is the first-floor framing shown? 318 2. What is the typical floor joist size and spacing specification for the first floor? 3. Give the specification for typical steel columns required for the steel beams. Activity B-3 4. What type of steel beam is specified at the following locations? A. Span across the media center. B. Span from the media center to the ping pong area C. Span between the foundation walls in the exercise room 5. What is the floor joist size and spacing specification for the typical joists that frame the second floor? 6. What is specified for the columns in the dining room, kitchen, and eating area? 7. What type and size is the beam spanning diagonally from column to column in the space between the kitchen and great room? 8. What size beam spans from the kitchen column to the piano room over the "down" portion of the stairs? 9. What is the typical spacing for the roof trusses? 10. What does the dashed outline indicate on the roof plan? 11. What is the typical pitch of the roofing system? Copyright Goodheart-Willcox Co., Inc.See Answer
Q7: London South Bank University, Undergraduate Marking Criteria Level of Achievement Indicators Level 4-6 The weightings for each element within the table may vary between pieces of work. The final mark represents the balance of these elements. Feedforward comments Criteria 100-80% 1. Research Systematic identification and use of academic and relevant resources 2. Subject Knowledge Understanding and application of subject knowledge. Contribution to subject debate. 3. Critical Analysis Analysis and interpretation of sources, literature and/or results. Structuring of issues/debates. 4. Testing and Problem- Solving Skills Design, implementation, testing and analysis of product/process/system/i dea/solution(s) to practical or theoretical questions or problems 5. Experimentation Problem-solving and exploration of the assessment including risk taking and testing of ideas. Extensive independent relevant research evidenced by quality and quantity used. Ability to draw on own research and that of others. Shows sustained breadth, accuracy and detail in understanding key aspects of subject. Contributes to subject debate. Awareness of ambiguities and limitations of knowledge. Very high-quality analysis developed independently. Sustained evaluation and synthesis of resources. Use of evidence-based arguments. Thoroughly identifies trends, inconsistency, congruence, and states the implications. Autonomous creation and novel implementation. Adapts to unforeseen practical and theoretical challenges to achieve identified goals. Evidence of rich, in-depth exploration and highly innovative problem-solving. Responds to assessment in a way that pushes boundaries and/or makes exciting new connections possible within discipline. Finds a balance between experimentation and resolution to create a highly coherent and innovative piece of work. 79-70% Extensive independent relevant research evidenced by quality and quantity used. Some autonomous research. Shows breadth, accuracy and detail in understanding key aspects of subject. Contributes to subject debate. Some awareness of ambiguities and limitations of knowledge. Sustained evaluation and synthesis of resources. Use of evidence-based arguments. Thoroughly identifies trends, inconsistency, congruence, and states the implications. Almost entirely autonomous creation and implementation. Adapts to unforeseen practical and theoretical challenges to achieve identified goals. Evidence of in-depth exploration and innovative problem-solving. Responds to assessment in a way that pushes boundaries and/or makes new connections possible within discipline. Finds a balance between experimentation and resolution to create a coherent and innovative piece of work. 69-60% Wide range of relevant sources identified and used. Very little guidance needed. Accurate and extensive understanding of key aspects of subject. Evidence of coherent knowledge. Evaluation and synthesis of resources. Use of evidence- based arguments. Identifies trends, inconsistency, congruence, and states the implications. Mainly autonomous creation and implementation. Adapts to unforeseen practical and theoretical challenges to achieve identified goals. Clear evidence of exploration and experimentation. The work may not find the balance between experimentation and the attempt to create a coherent piece of work. 59-50% A range of sources identified and used. Limited guidance needed. Accurate understanding of key aspects of subject. Evidence of coherent knowledge. Evaluation and synthesis of resources. Use of evidence-based arguments. Some autonomy to create and implement. Some adaption made to unforeseen practical and theoretical challenges to achieve identified goals. There is some problem-solving evident but lacks creative exploration and experimentation. 49-40% Limited research identified and used. Some guidance needed to complete research tasks. Understanding of key aspects of subject. Some evidence of coherent knowledge. Some attempt at evaluation and synthesis of resources. Some use of evidence- based arguments. Exploration of possible solution(s). Use of established approaches to resolve practical and theoretical problems. Some evidence of limited problem-solving. Appropriate response to assessment but there is little development and exploration evident. 39-30% Some evidence of research but insufficient amount. Needs support to develop research skills. Some evidence of superficial understanding of subject. Inaccuracies. Limited evaluation of resources. Limited use of evidence- based arguments Limited exploration of possible solution(s) using established approaches to resolve practical and theoretical problems. Some evidence of engagement with assessment but it is insufficiently developed. Unable to engage with the challenges of assessment. 29-0% Little or no research presented. Needs significant support to develop research skills. Little or no evidence of understanding of subject. Inaccuracies. Little or no evaluation of resources. Very little use of evidence-based arguments. Little or no exploration of solution(s). Question or problem unresolved. Little or no evidence of engagement with the assessment, it shows little development. 6. Practical Competence Skills to apply theory to practice or to test theory 7. Communication and Presentation Clear intention in communication. Audience needs are predicted and met. Presentation format is used skilfully. Work is well structured. 8. Academic Integrity¹ Acknowledges and gives credit to the work of others follows the conventions and practices of the discipline including appropriate use of referencing standards for discipline. 9. Collaborative and/or Independent Working Demonstration of behaviour appropriate to discipline, including individual contribution to team or working with others in teams 10. Personal and Professional Development Management of learning through self-direction, planning and reflection 11. Performance Quality Demonstration of embodied practice including affecting and being affected. 12. Data literacy Competence in working ethically with data including extraction, interpretation and representation. data access, data Consistently applies comprehensive practical and/or technical skills which reflect the correct application of theory to context. Communication is entirely clear, persuasive and compelling with very skilful use of the presentation format. Presentation addresses fully the needs of the audience. Consistent, error free application of relevant referencing conventions with great attention to detail. Integrates a highly developed sense of own identity productively into real or simulated disciplinary situations. Meets the standards required for relevant discipline. Can work very effectively in a team or alone. Takes full responsibility for own learning and development through continuous cycles of well- articulated purposeful analysis and planning, supported by extensive evidence An exceptional level of embodied awareness revealed in a highly sensitive and detailed performance. An exceptional level of competence in the ethical use and presentation of data. Applies comprehensive practical and/or technical skills which reflect the correct application of theory to context. Communication is clear, persuasive and compelling with very skilful use of the presentation format. Presentation addresses fully the needs of the audience. Consistent, error free application of relevant referencing conventions. Integrates a sense of own identity productively into real or simulated disciplinary situations. Meets the standards required for relevant discipline. Can work very effectively in a team or alone. Takes full responsibility for own learning and development through continuous cycles of well-articulated purposeful analysis and planning, supported by evidence. Highly developed embodied awareness; consistent detailed and accurate responsiveness; clear and dynamic intentionality/ connectivity Highly developed competence in the ethical use and presentation of data. Applies practical and/or technical skills very well and with careful application of theory to context. Communication is clear, mostly persuasive and compelling with skilful use of the presentation format. Presentation addresses the needs of the audience. Consistent application of relevant referencing conventions with few errors. Aware of and able to meet most standards required for relevant discipline in simulated or real disciplinary situations. Can work effectively in a team or alone. Reflection and planning are self-directed, continuous, habitual and evidenced clearly. Strengths have been built on; weaknesses have been mitigated. Well-developed embodied awareness; for the most part, a detailed and accurate responsiveness; a dynamic intentionality / connectivity Well-developed competence in the ethical use and presentation of data. Applies practical and/or technical skills correctly and with some application of theory to context with only minimal errors. Communication is clear, with skilful use of the presentation format. Presentation takes into account the needs of the audience. Application of relevant referencing conventions, with some errors and / or inconsistencies. Aware of and able to meet the main standards required of relevant discipline in simulated or real disciplinary situations. Able to work in a team or alone Evidence that a cycle of reflection and planning has been continuous and productive. Actively works to develop strengths and mitigate weaknesses. Some moments of embodied awareness; responsiveness is more generalised; intentions/ connections are evident, but not dynamic Evidence of competence in the ethical use and presentation of data. Applies a sufficient level of practical and/or technical skills but with some errors. Limited application of theory to context. Communication is mostly clear and presentation format is adequate. Presentation may sometimes not take into account the needs of the audience. Generally correct application of relevant referencing conventions, with some errors and/or inconsistencies. Aware of main standards required of relevant discipline. Able to work in a team or alone Evidence that reflection and planning have led to increased disciplinary engagement and commitment. Developing an awareness of strengths and weaknesses. Little evidence of embodied awareness; responsiveness is slow and inorganic; intentions are self- conscious or guarded and lack connection Limited evidence of competence in the ethical use and presentation of data, with some minor errors. Applies some aspects of the practical and/or technical skills but these are incomplete or contain important errors. Very limited application of theory to context. Communication is unclear because presentation format is not used adequately and/or the needs of the audience are not taken into account. Limited application of referencing conventions and / or errors. Some evidence of knowledge of relevant disciplinary standards; collaborates reluctantly or struggles to work alone. Weak evidence of reflection and planning for learning but not followed through consistently. Incomplete awareness of personal strengths and weaknesses. Blocked embodied awareness: attempts are frustrated by lack of engagement or resistance to make connections. Evidence of limited competence in the ethical use and presentation of data, with some major errors. Limited application of some aspects of the practical and/or technical skills. No application of theory to context. Communication is very unclear because presentation format is not used adequately, and the needs of the audience are not taken into account. Very limited or no application of referencing conventions, and/or multiple errors. Little or no evidence of knowledge of relevant disciplinary standards. No evidence of collaboration with others; unproductive working alone Insufficient evidence of reflection or planning for learning and no evidence of awareness of personal strengths and weaknesses. Responsiveness is consciously withheld; there is no attempt to make connections or embody intentionality Little or no evidence of competence in the ethical use and presentation of data. 1 The application of this criterion is independent of the process outlined in the Student Academic Misconduct Procedure/n LSBU School of The Built Environment and Architecture COURSEWORK BRIEF Design of Elements Contents 1. Assessment of the Module. Delivables... Submission Requirements and Deadline 2. Introduction..... 3. Design Data. 4. 5. 6. 7. Feedback.. 8. Marking Criteria. Peer Review Assessment Sheet... .3 .8 10 11 11 Coursework Brief Page 2 of 12 1. Assessment of the Module The assessment of this module consists of component as listed in the table below. Component Weighting Pass Mark CW1 (30%) Group Project 100% 40% CW2 (70%) Open book test Module 100% 40% 2. Introduction The project is to develop a structural design for an arts and culture exhibition space for Royal Borough of Greenwich to promote the history of the surrounding area. The Client, the Royal Borough of Greenwich, wishes to create a landmark building that reflects the cultural heritage of the surrounding sites and the history of the British clipper ship the Cutty Sark (built in 1869). The following elements are NOT required in your design: foundation design, lateral stability, ground floor slab design and reinforced concrete column design. Welland St Coursework Brief Cutty Sark Bellot Memorial Trinity Laban College Way Old Royal Naval College A206 College Way University of Greenwich A206 St Alfege Church Greenwich Market Nelson Rd A206 Park Row Queen's House National Maritime Museum Roan St Figure 1 - Google Satelite view (Not to Scale) Page 3 of 12 3. Design Data Structural Material • Concrete grade to be determined by your group. • Assume fyk = 500 N/mm² steel reinforcement. • Assume S355 steel for all steel members. • • • • Building layout The overall shape of the structure is provided in the attached drawings; however, each group has a target building footprint (area on plan) that they must aim for. You are allowed a +/- 10% tolerance on the final footprint area. Floor heights The ground floor will consists of a car park with a minimum headroom of 4.5 m, columns are permitted on the ground floor. The first floor is to be designed for storage of art items and the Client requires this space to be flexible so it can be used as exhibition space, hence there is no column is permitted on the first floor. The minimum head height is 6 m. The second floor consists of consultation area for placing orders and a café overlooking the River Thames. The planning condition requires that the overall building height shall not exceed 23 m due to issue with line of sights. Structural zone - Include a tolerance and deflection zone of 40 mm and a service zone of 300 mm in the floor depths. Materials • No ground floor design required • • Ground to first floor is reinforced concrete (RC) structure, the thickness of the floor slabs in the RC floor is to be determined by you. First floor and above is to be steelwork, you may assume a floor slab thickness of 150 mm for the steel frame. Loading (Characteristic) First Floor Superimposed dead load [CHECK TABLE] Imposed load for exhibition BS EN 1991–1 (see C11, Table 2) = ? kN/m² Self weight of floor (by you) Second Floor Superimposed dead load [CHECK TABLE] Imposed load for café BS EN 1991–1 (see C11, Table 2) = ? kN/m² Self weight of floor (by you) Coursework Brief Page 4 of 12 Roof (lightweight) Finishes and metal decking Ceiling and Services = 1.20 kN/m² = 0.15 kN/m² Imposed load for roof BS EN 1991-1-1 (See H, Table 2) = 0.60 kN/m² Cladding A cladding load of 5.0 kN/m² (characteristic load) should be allowed around the perimeter of the building to allow for a 'green cladding' system. If you require any additional design data, use your engineering judgement or a reference, stating any assumptions made in your submission. Actions on Structures 93 94 Structural Engineer's Pocket Book (continued) Variable actions: Imposed floor loads The following table from BS EN 1991-1 gives the normally accepted minimum floor loadings. Clients can consider sensible reductions in these loads if it will not compromise future flexibil- ity. A survey by Arup found that office loadings very rarely even exceed the values quoted for domestic properties. The gross live load on columns and/or foundations from sections A to D in the table can be reduced in relation to the number of floors or floor area carried to BSEN 1991-1. Live load reductions are not permitted for loads from storage and/or plant, or where exact live loadings have been calculated. Type of activity/ occupancy for part of the building or structure Concen- Uniformity distributed load trated load Q Examples of specific use qk (kN/m²) (kN) C21 Assembly areas with fixed seating (see Note c) 4.0 3.6 C22 Places of worship 3.0 2.7 Type of activity/ occupancy for part of the building or structure A. Domestic and residential activities (Also see category C) Examples of specific use A1 All usages within self-contained dwelling 1.5 units (a unit occupied by a single family or a modular student accommodation unit with a secure door comprising not more than six single bedrooms and an internal corridor). Communal areas (including kitchens) in blocks of flats with limited use (see Note a). For communal areas in other blocks of flats, see A5, A6 and C3 Concen- Uniformity distributed load qk (kN/m²) trated load Qk (kN) 2.0 C3 Areas without obstacles for moving people C31 Corridors, hallways, aisles in institutional 3.0 type buildings not subjected to crowds or wheeled vehicles, hostels, guest houses, residential clubs, and communal areas in blocks of flats not covered by Note a C32 Stairs, landings in institutional type buildings not subjected to crowds or wheeled vehicles, hostels, guest houses, residential clubs, and communal areas in blocks of flats not covered by Note a 4.5 3.0 4.0 C33 Corridors, hallways, aisles in all buildings 4.0 not covered by C31 and C32, including hotels and motels and in institutional type buildings subjected to crowds 4.5 A2 Bedrooms and dormitories except those 1.5 2.0 in self-contained single family dwelling units and in hotels and motels A3 Bedrooms in hotels and motels; hospital 2.0 2.0 wards; toilet areas C34 Corridors, hallways, aisles in all buildings not covered by C31 and C32, including hotels and motels and in institutional type buildings subjected to wheeled vehicles, including trolleys 5.0 4.5 A4 Billiard/snooker rooms 2.0 2.7 Balconies A5 Single family dwelling units and communal areas in blocks of flats with limited use (see Note a) A6 Hostels, guest houses, residential clubs and communal areas in blocks of flats except those covered by Note a A7 Hotels and motels Same as rooms to which they give access but with a minimum of 3.0 Same as rooms to which they give access but with a minimum of 4.0 trated at the outer edge) 2.0 (concen- trated at the outer edge) 2.5 2.0 C35 Stairs, landings in all buildings not covered by C31 and C32, including hotels and motels, and institutional buildings subjected to crowds 4.0 4.0 2.0 (concen- C36 Walkways-Light duty (access suitable for one person, walkway width approx. 600 mm) 3.0 2.0 C37 Walkways - General duty (regular two-way pedestrian traffic) 5.0 3.6 C38 Walkways - Heavy duty (high- 7.5 4.5 density pedestrian traffic including escape routes) B. Offices B1 General use other than B2 2.5 areas B2 At or below ground floor level 3.0 2.7 2.7 C39 Museum floors and art galleries for exhibition purposes 4.0 4.5 C. Areas C1 Areas with tables C. Areas where C4 Areas with possible physical activities where C11 Public, institutional and communal 2.0 3.0 people may people may dining rooms and lounges, cafes and C41 Dance halls and studios, gymnasia, stages (see Note e) 5.0 3.6 congregate restaurants (see Note b) (with the C12 Reading rooms with no book storage 2.5 4.0 congregate (with the exception of exception of C42 Drill halls and drill rooms (see Note e) C5 Areas susceptible to large crowds 5.0 7.0 areas defined C13 Classrooms 3.0 3.0 areas defined under category A, B and D) under category A, B and D) C51 Assembly areas without fixed seating, 5.0 concert halls, bars and places of worship (see Note d and Note e) 3.6 continued C52 Stages in public assembly areas (see Note e) 7.5 4.5 Coursework Brief C2 Areas with fixed seats Table 1- Extract from Structural Engineer's Pocket Book by Fiona Cobb Page 5 of 12See Answer
Q8: I. CE 3501L - Structural Design Laboratory Prof. Wang, Ph.D, P.E. Civil Engineering Department Homework Assignment 2 Given: The following information is given about an eight-story classroom building at Cal State Fullerton: Building Material - Structural steel • • Lateral Force Resisting System – Special moment-resisting frame • Story Height - 10 ft (typical) • Effective Seismic Weight of each story - 500 kips (typical) • Soil Class C Required: Determine the following: 1) Mapped risk-targeted maximum considered earthquake (MCER) spectral response acceleration parameters Ss and S₁ 2) Site coefficients Fa and Fv 3) MCER spectral response acceleration parameters SMS and SMI 4) Design spectral response acceleration parameters SDS and SD1 5) Transitional periods of design spectrum, To, Ts and TL 6) Design response spectrum (MATLAB plot is recommended) (plot to be done to scale and complete including response spectral curve for each of the four period ranges) 7) Approximate fundamental period of the building Ta 8) Seismic base shear V of the building --cont'd next page II. Given: The following information is given for a six-story office building with a flat roof (shown below): • Building Material - Structural steel • Lateral Force Resisting System – Special moment-resisting frame • • • Effective Seismic Weight of each story – 400 kips (typical at each level) Soil Class C - Mapped maximum considered earthquake spectral response accelerations at short periods, Ss = 1.5g Mapped maximum considered earthquake spectral response accelerations for 1-second period, S₁ = 0.6g Long-period transition period, TL = 8 sec. TTTT T777 10' 10' 10' 10' 12' 20' Required: Determine the following based on the ASCE 7-16 standards: 1. SDS and SD1. 2. The seismic design category (SDC) of the building. 3. The approximate fundamental period of the building. 4. The total design base shear. 5. The seismic lateral force at each level of the building. III. Given: A five-story hospital with no emergency facility has the special moment frames as the seismic force resisting system. The following information is given the hospital building: Building Material - Reinforced Concrete Ss = 1.50 (g); S₁ = 0.60 (g); T₁ = 8 sec. • Site class C • Each story height = 15 feet Floor area • • = Floor weight = 120 psf; Roof weight = 100 psf Exterior wall weight tributary to each floor = 50 kips 20,000 ft² (each level); Roof area = 20,000 ft² Grade Grade • Exterior wall weight tributary to roof = 30 kips • Consider interior partition wall weights Required: 1) The effective seismic weight of building. 2) The seismic base shear of building. 3) The story forces (the seismic lateral force at each level of the building). 4) The story shears (the seismic shear force in each story of the building).See Answer
Q9:CIVE 467 Slab Design Homework For this assignment you will use the same building floor plan we used for the first homework assignment of the semester. Your goal is to design the floor slab for the building. Consider a portion of the slab away from the stairs and elevators where things are simple. Use a live load of 75psf for the whole floor. Use Grade 60 steel and normal weight concrete with f'c = 4000 psi Dimensions of the structure We will design the elements of this floor as the semester progresses. On the first assignment we assumed: The slabs will be 6 inches thick. Check this assumption. If this assumption does not work change this dimension for your design. The floor beams extend 20 inches below the slab thickness, and are 12 inches wide. Keep this assumption for now. The girders extend 24 inches below the slab thickness, and are 18 inches wide. Keep this assumption for now. I think this is all the information you need to complete this assignment, but please contact me if you find I have left out important information. Submission Requirements You may submit your assignment as a handwritten (and scanned) document or as a spreadsheet or document file. Make sure that you explain your choices and justify the numbers you are using. You should document your work in such a way that you could hand your assignment to another student in the class and they would be able to follow your thought process and calculations.See Answer
Q10: Phase 5 Design Calculations Class of Concrete 3 months going to use the C40/50 concrete class during ruction. The first number, 40 in this case, is the class of concrete and it can be denoted as fck which represents the compressive strength of concrete. It is a very strong grade of concrete, making it especially effective for big construction projects such as a student accommodation that is 5 Storeys high. This class of concrete can be commonly found in foundations and beams for structural support in construction sites. Beam Calculations The first part of my design is going to the beam which is a horizontal element, but on the 2D sketch of a floor plan, it is the vertical component. The horizontal component will therefore be the slab. 4.33 433 BED ROOM BED ROOM 3.5m A The image above shows that the beam I have chosen to evaluate has a span of 3.5m and it is in the middle of 2 bedrooms. This beam is also going to be on the ground floor, so when I need to consider the loading conditions, the imposed loading will be that of the floor only which is 3KN//m². As the beam is going to take half the load from both the rooms, the characteristic imposed load would be the imposed loading multiplied by the total length across. Characteristic imposed load=3KN//m² x (2.15+2.15) m=12.9KN/m beff Open Word bw b This type of section is known as the Reinforced Concrete T section, as it is shaped like T. T sections play pivotal roles in construction as the web can resist shear stresses effectively and the flanges can resist bending stresses. The beams are vertical, and the slabs are horizontal. All my calculations have assumed that the slab is one-way • The value b(width) is 4.3m as it shows the length halfway between the 2 rooms. Characteristic Imposed 4.3 12.9KN/m load=3KN/m² X •The value hf is the thickness of the slab which I have chosen to be 150mm=0.15m •The value bw is the thickness of the beam which I have chosen to be 250mm-0.25m I have assumed the total vertical distance (depth) is 400mm-0.4m The span/depth is 3.5/0.4-8.75>2.5 so it is a shallow beam • Dimensions of beam are 0.4mx0.25m=0.1m² Reinforced Concrete beams contain steel bars, and this is because of the nature of both materials. Concrete works well in compression as it has a high compressive strength and steel works well under tension as it has a high tensile strength. The purpose of the steel bars in the concrete beams are to provide additional strength to the beam so it can withstand larger loads. • I have assumed the diameter of the bar in the reinforced concrete beam to be 20mm • The cross-sectional area of the bar is therefore πD²/4=π x 202/4=314mm² The distance between the bottom of the steel bar and the bottom of the beam is called the nominal cover which I have assumed to be 40mm. • Weight of concrete=25KN/m³ ⚫fyk-500N/mm2=500x10°N/m² Beam self-weight Weight of concrete x Area of T section Open Word Design au 1 Design load=135gb+1 5gb – (1 35-17 6875)+ d • Dimensions of beam are 0.4mx0.25m=0.1m² Reinforced Concrete beams contain steel bars, and this is because of the nature of both materials. Concrete works well in compression as it has a high compressive strength and steel works well under tension as it has a high tensile strength. The purpose of the steel bars in the concrete beams are to provide additional strength to the beam so it can withstand larger loads. • I have assumed the diameter of the bar in the reinforced concrete beam to be 20mm • The cross-sectional area of the bar is therefore лD²/4=π x 20²/4=314mm² The distance between the bottom of the steel bar and the bottom of the beam is called the nominal cover. which I have assumed to be 40mm. • Weight of concrete=25KN/m³ • fyk=500N/mm²-500x10°N/m² Beam self-weight Weight of concrete x Area of T section Design load =25[(4.3x0.15) + (0.25x0.25)] =17.6875KN/m=17.69KN/m(2dp) Design load-1.35gk+1.5qk = (1.35x17.6875) + (1.5x12.9) 43.228125KN/m = 43.23KN/m(2dp) The Design load is the uniformly distributed load across the beam's length, 3.5m. Maximum Bending moment The equation for the maximum bending moment is wL2/8=43.23x 3.52/8=66.20KNm(2dp) Below is the Bending Moment diagram for the simply supported beam with a Uniformly Distributed Load. 66.20 kNm Reaction forces on a simply supported beam Open Word 1 maximum shear force is the design load x half the length=43.23, 1.75 75.65KN(24p). Design load =25[(4.3x0.15) + (0.25x0.25)] =17.6875KN/m=17.69KN/m(2dp) Design load 1.35gk+1.5qk = (1.35x17.6875) + (1.5x12.9) 43.228125KN/m = 43.23KN/m(2dp) The Design load is the uniformly distributed load across the beam's length, 3.5m. Maximum Bending moment The equation for the maximum bending moment is wL2/8=43.23x 3.52/8=66.20KNm(2dp) Below is the Bending Moment diagram for the simply supported beam with a Uniformly Distributed Load. 66.20 KNM Reaction forces on a simply supported beam There will be 2 reaction forces on the beam (1 at each end) as it is a simply supported beam, so the maximum shear force is the design load x half the length=43.23x1.75=75.65KN(2dp). Below is the Shear Force diagram for the simply supported beam with a Uniformly Distributed Load. 7565 к -756541 Effective Depth The effective depth is the depth from the top of the beam to the halfway point of the steel bar. In reinforced concrete beams, there are vertical links that provide shear reinforce to help maintain the beam's stability under loading. We can assume the vertical link to be 10mm. Effective depth= Total depth of beam - Nominal Open Word beffective (Effective flange width) b1=b2=(h-bw)/2= (4 3-0 25№/2=2.025m. tic link 400-40-10-10-340mm=0.34m beffective (Effective flange width) bl=b2 (b-bw)/2= (4.3-0.25)/2=2.025m lo=3.5m (span) beffective, 1= beffective,2=0.2b1 +0.110= (0.2x2.025) + (0.1x3.5)=0.755m beffective beffective, 1+ beffective, 2 + bw=0.755 + 0.755+0.25=1.76m Area of Concrete == Ac (Area of concrete) = (1.76x0.15) + (0.4x(0.4- 0.15))=0.364m² Calculating K Assume the neutral axis lies in the flange The value of b we use is the effective width and for d we use the effective depth fck 40MPa 40x10°N/m²= K-MED/bd2fck= (66.2x103)/1.76x0.342x40x106-8.13x103<0.207 As our value of K is less than 0.207, there is no compression reinforcement required Calculating Z Z= Z= =0.338 0.95d 0.95x0.34=0.323 0.338 0.95d Therefore z=0.95d=0.323m=323mm Neutral Axis Calculation x=(d-z)/0.4 (0.34-0.323)/0.4-0.0425m hf/0.8 0.15/0.8=0.1875m X<hf so the neutral axis is in the flange Area of steel As-MED/0.87 x fyk x z As= (66.2x106)/ (0.87 x 500 x 323) Open Word .. Therefore 2 steel bars are needed 211 'm 10-6 2 =/n UNIVERSITY of BRADFORD Faculty of Engineering and Informatics BEng/MEng Civil and Structural Engineering CSE5014-B Structural Design Project Coursework brief Presentation Structural Design Project CSE5014-B 2023-24 Brief Ten years after completing the construction of the accommodation block, owing to an increase in the student population, the university proposes to modify their existing accommodation. You are asked to modify the existing block to accommodate a further 25 students. The previous height restriction of 14.0 m has been removed. Main Requirements 1. Outline how your group could alter the existing structure to accommodate the extra students 2. If additional floors are added, calculate the increase in load on supporting columns and foundation are they able to withstand the additional loads? If other changes are made to the existing structure, how will these affect the assumed load path. 3. If needed, propose any methods that could be employed to strength the existing structure 4. Outline any impact that this construction will have on the surrounding campus Assessment This presentation is worth 30% of the module mark, and the assessment marks will be broken down as follows: Presentation element Marks (% of component grade) Description of proposed scheme 20 Calculation of additional load 25 Strengthening methods/adaptations 20 Assessment of impact on surroundings Appearance and layout of slides 15 10 Confidence of delivery 10 Submission Your group must prepare a 15 minute Powerpoint presentation covering the requirements above. You do not need to prepare a separate written report. You must submit a copy of your Powerpoint slides on Canvas by 5 pm Monday 22nd April. Each member of the group should contribute to the presentation. Presentations will take place during the timetabled slots on Tuesday 23rd and Thursday 25th April Page 1 of 1See Answer
Q11: ECE 3211 Construction Engineering Lab LTU Final Project Project description: Administrative building You will create building elements based on the topics covered during this course. You will use Autodesk Revit for the generation of design, and for the simulation of construction process use Navisworks. Due Date: See Project Due Date on Canvas Spaces: • • Two typical floors as shown in Figures 1 and 2 below (first and second floors) The model must contain all the adequate building objects, at a minimum project must have Building Pad, ○ Masonry walls, Concrete floor, columns, roof, and stair, and ○ Windows and doors. Simulation: Construction Schedule Task ID Туре Title Duration Expected Start Expected End 31000 Construct Excavation 3 9/1/2022 9/4/2022 31100 Construct Building pad 4 9/5/2022 9/9/2022 First floor 31200 Construct columns and 9/10/2022 9/15/2022 stair First floor 31300 Construct Walls, 9/16/2022 9/17/2022 windows, doors First floor Slab 32100 Construct 2 9/18/2022 9/20/2022 and beams Second floor 32200 Construct columns and 5 9/21/2022 9/26/2022 stair Second floor 32300 Construct Walls, windows, doors 9/27/2022 9/28/2022 Second floor 32400 Construct Slab and beams 2 (roof) 9/29/2022 10/1/2022 Page 1 of 4 ECE 3211 Construction Engineering Lab Submission requirements: • (20 pts) Revit Model (must be .rvt extension) • (20 pts) Quantity take-off schedules (must be in Excel format) including: ○ Masonry walls, Concrete floors, concrete roof, and concrete stair, and Windows and doors. (20 pts) Sheets with title block (must be in PDF format) including: O First floor plan ○ Second floor plan One section One elevation • (20 pts) Construction simulation including: • • О Video showing construction schedule O Navisworks Model (must be .nwd extension) (20 pts) Life Cycle Assessment using Tally O PDF report for one type of the model structural elements (e.g., columns, beams, or floor slab, etc.) Detailed list of all assumptions made (e.g., wall and column dimensions, floor height, etc.) Page 2 of 4 ECE 3211 Construction Engineering Lab Building Information Modeling STAIRS HDWD. Office 12' x 11' Reception 24' 6" x 16' 0" Figure 1. First Floor Office 12' x 11' Page 3 of 4 ECE 3211 Construction Engineering Lab Building Information Modeling PSTAIRS HOWD Office 12' x 11' Reception 24' 6" x 16' 0" Office 12' x 11' Figure 2. Second Floor Page 4 of 4See Answer
Q12:A B N 3.1 1.4 о S Ground Floor F.F.L 1 1: 100 B 3 S 2 First Floor F.F.L 2 1: 100 A B C 3 N S 2 Second Floor F.F.L 1: 100/n ONLINE VERSION HM Government The Building Regulations 2010 Amendments to the Approved Documents This document contains amendments to the following Approved Document: Approved Document B: Fire safety Volume 1-Dwellings Volume 2 - Buildings other than dwellings 2019 edition incorporating the 2020 and 2022 amendments March 2024 For use in England ONLINE VERSION ONLINE VERSION The Building Regulations 2010 Introduction This document sets out amendments to guidance previously published in Approved Document B: Fire safety, Volume 1 – Dwellings and Volume 2 - Buildings other than dwellings, 2019 edition incorporating the 2020 and 2022 amendments. These amendments will be incorporated into both the online and paper versions of Approved Document B Volume 1 and Volume 2 when the changes take effect. Versions from before that date will need to be read alongside the amendments listed in this document. You should always check the online version to know that you are looking at the most up to date version. The changes highlighted in this amendment booklet take effect on 30 September 2026 for use in England. The 2019 edition incorporating the 2020 and 2022 amendments will continue to apply where a building notice or an initial notice has been given to, or a building control approval application with full plans made to, the relevant authority before 30 September 2026 and either the building work to which it relates: a. has started and is sufficiently progressed before that day; or b. is started and is sufficiently progressed within the period of 18 months beginning on that day. Please note that ‘building notice', ‘initial notice' and ‘building control approval application with full plans' have the meanings given in the Building Regulations 2010. For the purpose of these transitional arrangements, building work is to be regarded as ‘sufficiently progressed': a. where the building work consists of the construction of a building, when the pouring of concrete for the permanent placement of the trench, pad or raft foundations has started, or the permanent placement of piling has started; or b. C. where the building work consists of work to an existing building, when that work has started; or where the building work consists of a material change of use of a building, when work to effect that change of use has stated. The changes focus on the following fire safety provisions: a. A new recommendation for more than one common stair to be provided in blocks of flats with a storey 18m or more in height. b. Building design provisions to support the use of evacuation lifts in blocks of flats. Full details of the changes are provided below. 2 Amendments to the Approved Documents ONLINE VERSION ONLINE VERSION The Building Regulations 2010 The Building Regulations 2010 Approved Document B: Fire safety Volume 1 - Dwellings 2019 edition incorporating the 2020 and 2022 amendments List of amendments March 2024 Page 26 Section 3: Means of escape - flats Means of escape in the common parts of flats Replace subheading 'Number of escape routes' with the following. Design for horizontal escape Replace paragraph 3.27 with the following. 3.27 From the flat entrance door, a single escape route is acceptable in either of the following cases. a. The flat is on a storey served by a single common stair and both of the following apply. i. Every flat is separated from the common stair by a protected lobby or common protected corridor (see Diagram 3.7). ii. The maximum travel distance in Table 3.1, for escape in one direction only, is not exceeded. b. The flat is on a storey served by two (or more) common stairs, the flat is in a dead end of a common corridor and the maximum travel distance given in Table 3.1, for escape in one direction only, is not exceeded (Diagram 3.8). Replace Table 3.1 with the following. Table 3.1 Limitations on travel distance in common areas of blocks of flats Maximum travel distance from flat entrance door to storey exit or stair lobby (1) Escape in one direction 7.5m(2)(3) Escape in more than one direction 30m(3)(4) NOTES: 1. If travel distance is measured to a stair lobby, the lobby must not provide direct access to any storage room, flat or other space containing a fire hazard. 2. In the case of a small single stair building in accordance with Diagram 3.9, this is reduced to 4.5m. 3. Does not apply if all flats on a storey have independent alternative means of escape. 4. Sheltered housing may require reduced maximum travel distances. Approved Document B 3 ONLINE VERSION ONLINE VERSION Page 27 The Building Regulations 2010 Replace Diagram 3.7 with the following. See para 3.27 and 3.40 a. Corridor access flats F F F F 7.5m max 7.5m max. F F F F b. Lobby access flats F 7.5m max. F F F Stair lobby with no flat opening directly into it F Flat Shaded areas indicate zones where ventilation should be provided in accordance with paragraphs 3.57 to 3.43 (An external wall vent or smoke shaft located anywhere in the shaded area) Fire resisting construction NOTES: 1. The arrangements shown also apply to the top storey. 2. See Diagram 3.9 for small single stair buildings. 3. All doors shown are fire doorsets. 4. Where travel distance is measured to a stair lobby, the lobby must not provide direct access to any storage room, flat or other space containing a potential fire hazard. 5. For further guidance on the performance of the fire doorsets from the corridor to the flat and/or evacuation shaft refer to Appendix C, Table Cl. 6. A single common stair arrangement is only suitable for use in buildings with a top storey less than 18m in height (see Diagram D6 in Appendix D). Diagram 3.7 Horizontal escape for flats served by a single common stair 4 Amendments to the Approved Documents ONLINE VERSION Page 28 ONLINE VERSION Replace Diagram 3.8 with the following. See para 3.27 and 3.40 The Building Regulations 2010 a. Corridor access without dead ends F F F F F Fd LL F F F F F F F F F 30m max. b. Corridor access with dead ends The central door may be omitted if maximum travel distance is not more than 15m F F F F F F F Fd Fd Fd F F F F F 7.5m max. 30m max. c. 'T' junction with main corridor F F F LL F F Fd 7.5m max. Fd F LL F F F LL F F F 7.5m max. Fd Cross-corridor fire doorset F Flat Shaded areas indicate zones where ventilation should be provided in accordance with paragraphs 3.57 to 3.60 (An external wall vent or smoke shaft located anywhere in the shaded area) Fire resisting construction → Escape route NOTES: 1. The arrangements shown also apply to the top storey. 2. For further guidance on the fire resistance rating of the fire doorsets from the corridor to the flat and/or stairway refer to Appendix C, Table Cl. Diagram 3.8 Horizontal escape for flats served by more than one common stair Approved Document B 5 ONLINE VERSIONSee Answer
Q13:N 2 2 N A 1) 2 N 1 A A 3.1 1.4 1.8 1.9 3.2 1 B B B 0 C S c S S Ground Floor F.F.L 1 1: 100 2 First Floor F.F.L 1: 100 3 Second Floor F.F.L 1: 100See Answer
Q14:PURPOSE OF ASSIGNMENT 3 The purpose of this assignment is to enable you to: Examine implications of various social and economic factors for property development and investment Demonstrate an understanding of property markets and analyse property operation and maintenance from a life-cycle perspective Apply processes and techniques to evaluate the economic components of complex building projectsSee Answer
Q15:Assignment 2: Commercial Interior Elevations and Building Sections Description For this assignment, you'll continue the commercial field survey started in Assignment 1. Now you'll be focused on vertical views and heights, drawing the interior elevations of your documented reception desk, break room, and restroom. For this assignment, pay special attention to architectural millwork. Draw the door and drawer fronts as they have been built. Also include hardware, baseboards, toe kicks, backsplashes, outlets, appliances, fixtures, equipment, toilet partitions, accessible paper towel dispensers, soap dispensers, mirrors, grab bars, etc. Make note of code required vertical clearances for accessibility. Note where the current conditions are compliant as well as where current conditions violate code as applicable. Indicate dropped ceilings and include plenum space to the structural slab or roof system above. Identify and draw soffits, fascias, lighting, wayfinding signage, switches, etc. Required Materials - BID Supply kit - Weekly lectures and readings - Adobe Creative Cloud - AutoDesk AutoCADSee Answer
Q16:The Assessment PORTFOLIO OF SIMPLE CONSTRUCTION (word count - 2000 words)See Answer
Q17: Identify all "zero-force" members, compression members, and tension members in thetruss below. Solve for the internal forces in members AB, BE, and EF for the truss in problem 6.See Answer
Q18: Are structural elements typically more efficient when resisting axial forces, or bending forces?See Answer
Q19: Identify the configuration(s) below that is (are) most likely to stand under the applied load. Assume that the weight of the structure is very small compared to the applied load.For the configuration(s) you have selected, which support will have the larger horizontal thrust (or will the horizontal thrust be equal)? See Answer
Q20: 9) Which of the three moment frames below (shown in plan) would provide the most lateral rigidity? Which would provide the least lateral rigidity? See Answer

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