Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Question
Chapter 2, Problem 2.1Q
To determine
To define and give two other names for a set of architectural drawings.
Expert Solution & Answer
Explanation of Solution
Architectural drawing is a special kind of drawing in which an architect lay out the future projects on paper. When you draw a building on paper it’s a 3D-represenattion. Since the architectural drawing requires showing the inner view, outer view, top views, etc. The project is accomplished as per the architectural drawing only. Therefore the architectural drawing requires a special kind of scale. Lots of graphics, symbols and projections are used in architectural drawing.
Advantages of architectural drawing:
The architectural drawing showcases the actual concept of any building/bridge/road or any project on paper. The drawing helps effectively communicate the idea. Once you have a design on paper only then it can be represented anywhere for business proposal or to sign a contract or for the record.
Significant element of architectural drawing:
Since the architectural drawing showcases the actual concept of any building/bridge/road or any project on paper. Therefore, to accomplish this task, the designer needs some special elements in drawing for effective representation on the paper. The special elements of architectural drawings includes site plan, section or part wise plan of the project, elevation, details of each elements, Isometric and axonometric projections, top view, inner view, outer view, etc.
Kinds of Architectural Drawing-
Survey Drawings- These are used to showcase the existing land dimensions, its area, the level of the projectsites, soundings, and any other exiting construction that can create problem in smooth execution of work on the site.- Presentation Drawing- These are an illustration of design ideas to visualize the actual design.This drawing may include real life scenarios.
- Working Drawing- The working diagram is the actual diagramwhich are used for the actual execution of work.
Other names for a set of architectural drawings are technical drawings and structural drawing.
Want to see more full solutions like this?
Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
Who is responsible for conducting special inspections and ensuring the work completed complies with design documents and referenced standards, why are specical inspections required?
You are viewing Attempt 1/Continue Work
* Incorrect
The 123-kg industrial door with mass center at G is being positioned for repair by insertion of the 8° wedge under corner B. Horizontal
movement is prevented by the small ledge at corner A. If the coefficients of static friction at both the top and bottom wedge surfaces
are 0.65, determine the force P required to lift the door at B.
Assume a = 1.4 m, b = 1.2 m, a = 8°
A
Answer: P =
1144.28
N
B
How can new sustainable materials change dead load calculations in future designs in earthquake-prone areas?
Chapter 2 Solutions
Architectural Drafting and Design (MindTap Course List)
Ch. 2 - Prob. 2.1QCh. 2 - Prob. 2.2QCh. 2 - Prob. 2.3QCh. 2 - Prob. 2.4QCh. 2 - Prob. 2.5QCh. 2 - Prob. 2.6QCh. 2 - List at least three characteristics that affect...Ch. 2 - Prob. 2.8QCh. 2 - Prob. 2.9QCh. 2 - Prob. 2.10Q
Ch. 2 - Prob. 2.11QCh. 2 - Prob. 2.12QCh. 2 - Prob. 2.13QCh. 2 - Prob. 2.14QCh. 2 - Prob. 2.15QCh. 2 - Prob. 2.16QCh. 2 - Prob. 2.17QCh. 2 - Prob. 2.18QCh. 2 - Prob. 2.19QCh. 2 - Prob. 2.20QCh. 2 - Prob. 2.21QCh. 2 - Prob. 2.22QCh. 2 - Prob. 2.23QCh. 2 - Prob. 2.24QCh. 2 - Prob. 2.25QCh. 2 - Prob. 2.26QCh. 2 - Prob. 2.27QCh. 2 - Prob. 2.28QCh. 2 - Prob. 2.29QCh. 2 - Prob. 2.30QCh. 2 - Prob. 2.31QCh. 2 - Prob. 2.32QCh. 2 - Prob. 2.33QCh. 2 - Prob. 2.34QCh. 2 - Prob. 2.35QCh. 2 - Prob. 2.36QCh. 2 - Prob. 2.37QCh. 2 - Prob. 2.38QCh. 2 - Prob. 2.39QCh. 2 - Prob. 2.40QCh. 2 - Prob. 2.1PCh. 2 - Prob. 2.2PCh. 2 - Prob. 2.3PCh. 2 - Prob. 2.4P
Knowledge Booster
Similar questions
- Given the truss with loading shown. Note that the roller connection at Joint D is in atrack so that it cannot move in the x-direction, but it can roll in the y-direction.Solve the truss with the virtual load you would use if you are going to solve for the verticaldeflection at Joint E using the method of virtual work.Note: Just solve the truss. You DO NOT need to find the vertical deflection at Joint E.arrow_forwardQuestion (1): (18 Marks) Gaza City has a total population of 650,000 inhabitant, where 75% of the population is connected to wastewater collection system. The water consumption per capita is 100 L/day. Currently, the collected flow treated partially by aerated lagoon system. The municipality intend to change the treatment system to a completely mixed activated sludge system to be used for organic matter removal only to fulfill the Palestinian standards for reuse (Soluble BOD 30 mg/l). The given data from the municipality laboratory and assumptions: ⚫ The influent soluble Biological Oxygen demand = 500 mg/l. Biomass yield (Y) = 0.5 mg VSS/mg BOD removed • Endogenous decay rate constant (Ka) = 0.05d¹ • • The concentration of biomass (X) = 3000 mg MLVSS The concentration of recycled biomass (X) = 10000 mg MLVSS/L Growth rate (d) 2.5 1.25 100 For the completely mixed activated sludge system find the following: a) The average flow to the treatment plant. b) The mean cell residence time. c)…arrow_forwardQuestion (3): (20 Marks) You have been assigned to design a secondary wastewater treatment component based on a tricking filter technique. The flow rate is 3500 m³/day, the raw wastewater has a BOD5 of 600 mg/l. This wastewater is primarily treated with an efficiency of 35%. • Assume suitable design criteria to obtain a BOD effluent of 15 mg/l. Design the secondary clarifier • Perform all the necessary cheeks on your design.arrow_forward
- Question (3): (20 Marks) You have been assigned to design a secondary wastewater treatment component based on a tricking filter technique. The flow rate is 3500 m³/day, the raw wastewater has a BOD5 of 600 mg/l. This wastewater is primarily treated with an efficiency of 35%. • Assume suitable design criteria to obtain a BOD effluent of 15 mg/l. Design the secondary clarifier • Perform all the necessary cheeks on your design.arrow_forwardData:Total budget = $25,000BCWS = $ 8,333BCWP = $ 6,400ACWP = $ 7,800Project duration = 40 daysData date: 10 days Perform the following analyses of the project based on the data given above.a. Cost Variance b. Schedule Variancearrow_forwardPlease explain why large initial separations on the EV S-Curve between the lines for ACWPand BCWP with BCWP above the ACWP may be an indicator of excessive front loading.arrow_forward
- Data:Total budget = $25,000BCWS = $ 8,333BCWP = $ 6,400ACWP = $ 7,800Project duration = 40 daysData date: 10 days Plot an S-Curve and show Cost Variance and Schedule Variance on it.arrow_forwardWater table A L₁ = 2 m Sand y = 15.9 kN/m³ c' = 0 $' = 32° E L₂ = 3 m D Determine: a) Theoretical Depth and actual depth of penetration Sand Ysat 19.33 kN/m³ c' = 0 $' = 32° Clay c = 47 kN/m² =0arrow_forward3. The following Sheet Pile is to be designed for a granular soil without the influence of the water table: Determine: L = 5m Y = 15.9kN/m³ $' = 32° Gall = 172MN/m² e) Theoretical Embedment Deptharrow_forward
- 3. The following Sheet Pile is to be designed for a granular soil without the influence of the water table: Determine: L = 5m y = 15.9kN/m³ $'=32° Gall = 172MN/m² f) Actual Embedment depth taking into account a 30% increasearrow_forward3. The following Sheet Pile is to be designed for a granular soil without the influence of the water table: L = 5m y = 15.9kN/m³ $' = 32° = Gall 172MN/m² Determine: g) Minimum section modulusarrow_forward1. Given: Determine: Water table E L₁ = 2 m Sand y = 15.9 kN/m³ c' = 0 '=32° L₂ = 3 m Sand Ysat 19.33 kN/m³ c' = 0 $' = 32° D b) Minimum section modulus where σall = 172.5MN/m² Clay c = 47 kN/m² =0arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Architectural Drafting and Design (MindTap Course...Civil EngineeringISBN:9781285165738Author:Alan Jefferis, David A. Madsen, David P. MadsenPublisher:Cengage Learning
Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage Learning
Construction Materials, Methods and Techniques (M...Civil EngineeringISBN:9781305086272Author:William P. Spence, Eva KultermannPublisher:Cengage Learning
Fundamentals Of Construction EstimatingCivil EngineeringISBN:9781337399395Author:Pratt, David J.Publisher:Cengage,
Architectural Drafting and Design (MindTap Course...
Civil Engineering
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Cengage Learning
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning
Construction Materials, Methods and Techniques (M...
Civil Engineering
ISBN:9781305086272
Author:William P. Spence, Eva Kultermann
Publisher:Cengage Learning
Fundamentals Of Construction Estimating
Civil Engineering
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Cengage,