International Journal of Engineering Business

and Social Science

Vol. 1 No. 06, July-Augusts 2023, pages: 641-653

e-ISSN: 2980-4108, p-ISSN: 2980-4272

https://ijebss.ph/index.php/ijebss

involved in the implementation of a construction project. Construction management includes the management of

human resources, financial resources, material resources, project time and risk. The main objective of construction

management is to ensure construction projects are completed efficiently, effectively, and in accordance with the

established requirements (Sahid, 2017).

the course of a construction project. At this stage the pre-design concept is transformed into a detailed and practical

plan that can be used for project execution. The planning process involves developing in-depth technical designs for

various aspects of the project, such as structural works, mechanical works, electrical works, and other civil works. It

is also at this stage that the process of describing in detail the structural components, electrical systems, mechanical

drawing tools, and also provides opportunities for users to customize and automate tools that can increase the efficiency

of drawing time optimally.

of the entire work item in the consultant contract. It often happens, the duration of completion of consultant contracts

is relatively short because it is related to the grace period for physical auction of construction which must be completed

within 1 (one) current fiscal year. The short duration of the consultant's work is certainly very influential on the

accuracy of drawing, especially if the drawing done on AutoCAD® only uses single commands from the available

tools. In addition, there are also often errors in the drawing looping process due to the use of copy-paste commands

from the same detailed image but with different dimensions.

programs, how to compare (compare) time efficiency using the drawing method with automatic command (AC)

compared to the drawing method with the default AutoCAD®® command (usual command), and the reasons for the

difference (comparative) in drawing using the AC method with UC.

that it is structured, organized and schematic, as for the problem formulation in the study, namely How does the effect

of drawing automation on time efficiency, accuracy and how much time efficiency level uses automation drawing?

How can the procedure for implementing drawing automation be applied? How to compare (comparative) drawing

using automation with AutoCAD® built-in commands (usual command)?.

method using default commands in AutoCAD® (usual command, UC). For quantitative research designs, comparative

(UC) drawing time with the efficiency of the next automatic command (AC) drawing time for data processing analysis

with the help of SPSS application analysis and using Excel applications.

located in Asir-Asir Atas Takengon Village, Lut Tawar District, Central Aceh Regency. Drawings of reinforced

concrete building components are the work of Detail Engineering Design (DED) SDN 10 Bebesen, Lut Tawar District,

Central Aceh Regency, the DED building component drawing items will be used as material for the implementation

of drawing using AutoCAD® software both by automatic command (AC) and by usual command (UC), for DED

drawings listed in APPENDIX C: Building Component Drawings.

automation can be seen in figure 4.1 below.

Building Component Drawing Automation

concrete, continuous foundation details, local tread foundation details, light steel easel details and portal cut details, in

the discussion below will be described one by one the use of features and discussions.

click the concrete button on the Palette menu. For the manufacture of k1 columns, input 0.3 meters wide and 0.4

meters high, then input the number of upper, middle and lower reinforcing iron and select the dimensions of the iron

size, select the diameter of the begel iron and the distance between the begels, input the name of the concrete title,

select the scale of the image and then click the run code button then the program will ask for the position of the concrete

detail place, click the coordinates of the concrete laying and finally the automation program will create a detailed

concrete drawing complete with size, Layer names repeat for columns of other types as well as for details of sloof,

blocks. For details see the image below.

the "RUN CODE" button the automation program will ask for the location of the concrete detail drawing, by clicking

any point the drawing will be directly created in AutoCAD® 2019 for the results of using the reinforced concrete

title of the foundation type drawing then press the "RUN CODE" button and insert the foundation base point. The time

required for one type of continuous foundation is 2 seconds for 3 types of continuous foundation the total time is 6

seconds.

inputted the width and height of the local tread foundation plan, just select in the site combo the type of local tread

foundation then the size of the tread plan will adjust the initial input, then on the form The figure above 4 ø 16 is for

the amount of column iron along with the diameter of the iron which can be seen in the manufacture of reinforced

concrete details (columns).

steel used, input data for mild steel in millimeters, adjust to the information on the label of the unit of measure used.

2=5 (A,B,C,D) is 2 seconds the total time is 4 seconds. The use of the portal slice feature automation is very important

and very useful in speeding up work time, because the nature of the image is very complex to be drawn manually in

AutoCAD, with the portal image cut feature only input data then the image will be created automatically in AutoCAD®

®, if using the automatic command (AC) work method which must be offset In the past, the distance between the

begel, with the required size and size of the iron diameter and many built-in AutoCAD® commands used such as copy,

rotate, trim, extend, dimension and so on by using automation portal cut feature some of the commands above are

combined into one, layer creation For each type of type the line is created automatically. The program is also equipped

with if the input data is empty, the program will tell the user there is data that cannot be empty. In the name of the

typical detail creation command, everything is made in the input form because the data input is very complex and