To define and give two other names for a set of architectural drawings.
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?
Chapter 2 Solutions
Architectural Drafting and Design (MindTap Course List)
- 14. Find the reaction R and the moment at the wall for the propped beam shown below using Point Load Analogous via Integration: 16 kN/m 000 4.5m 4.5marrow_forward13. Determine the moment at supports A and B of the fixed ended beam loaded as shown using Point Load Analogous via Integration: 10 kN/m 9 kN/m 3 m 3 m 12 kN/marrow_forwardHow does construction estimate inaccuracies lead to delays and complications that impact projects?arrow_forward
- Q5: Given the following system: น -3 y= [4 -2] +3u Generate a model with states that are the sum and difference of the original states.arrow_forward4. Draw a stress-strain curve (in tension and compression) for a reinforced concrete beam below. Label the important parts of the plot. Find the linear elastic approximation obtained using the transformed technique, and plot over the same strain ranges. 24" 4" 20" 16" f = 8,000 psi 8- #11 bars Grade 60 steel 4" (f, = 60 ksi and E₁ = 29000 ksi)arrow_forwardWhy is Historical Data important compared to other sourses of information when estimating construction projects?arrow_forward
- Need help, please show all work, steps, units and round to 3 significant figures. Thank you!!arrow_forwardNeed help. Find the answer to the boxes marked in red. Thanks!arrow_forwardFor the gravity dam shown in the figure, The following data are available: -Unit weight of concrete (Yconc) = 2.4 ton/m³ -Vertical upward earth quake factor (K,) = 0.1 -Neglect Wave pressure, silt pressure and ice force μ=0.65 a-Find heel and toe stresses (Pmin & Pmax) b-Is this structure safe against tension? c-Find the factor of safety against sliding and overturning (F.S, & F.Sover) 165 m 160 m t 10 m T I 4 m 50 100 marrow_forward
- For the gravity dam shown in the figure, The following data are available: -Unit weight of concrete (Yeone) 2.4 ton/m³ Vertical down ward earth quake factor (K,) = 0.1 Neglect Wave pressure, silt pressure and ice force The wind velocity (V)-45 Km/hr Straight length of water expanse (F) 75 Km =0.7 14-70m 3h T a- Find the factor of safety against sliding and overturning (F.Slid F.Sover) b- Find the toe and heel stresses (hma, and hmin.) c-Check tension. 8marrow_forwardQUESTION 2-(40 Points) In the case where other information is given in the figure, the wall is under the effect of a uniform lateral wind load of 0.7 kN/m2. Since the foundation is sized according to the safe bearing capacity of the soil and the safe bearing capacity remains the same, find the width of this foundation asymmetrically (with uniform base pressure). Draw the vertical section of the wall of the asymmetric foundation and write its dimensions and values on it. Draw the T and M diagrams along the width. The foundation thickness is the same in both cases. q=0.7 kN/m2 5 m R Duvar Nd=Wd 0.7 m T K 0 0.6 0.5 1.7 m Yb-24 kN/m3 0.6 m T + foundationarrow_forwardCan you pls. Explain on how to get "BETA T" and "BETA C" on this study about VALUE OF TRAVEL TIME.arrow_forward
- Architectural Drafting and Design (MindTap Course...Civil EngineeringISBN:9781285165738Author:Alan Jefferis, David A. Madsen, David P. MadsenPublisher:Cengage LearningEngineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage LearningConstruction 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,