Javascript must be enabled to continue!
REINFORCEMENT NEEDS FOR THE FOUNDATION OF A MULTI-STOREY BUILDING Y – NORTH JAKARTA
View through CrossRef
The North Jakarta XYZ Building Construction Project consists of two stages of construction. The first phase of construction began on August 17, 2020 and was completed on August 17, 2021, while the second phase is currently under construction. The building structure consists of two towers with a total of 107 residential units for households. Construction work on this project includes preparatory work such as marking work, foundation work, substructure work such as pile drive, and superstructure work such as pillar work and curtain installation. The method of calculating rebar reinforcement using the Bar Bending Schedule (BBS) includes several steps to calculate the working volume, calculate reinforcement needs, calculate waste and calculate rebar weight. Based on the results of the analysis, it can be obtained that the main rebar requirement for D19 is 676.7 kg or 36.8% of the rebar requirement. End Spiral + Joint Reinforcement, D13 is 908.54 Kg or 48.98% of the rebar requirement. Middle Spiral Rebar + Joint, D10 amounted to 269.51 Kg or 14.53% of rebar requirements. Rebar waste, namely D19 Main Reinforcement, contains 178.08 kg of waste or 26.31% of rebar needs. Rebar waste, namely Spiral End Reinforcement + Joint, D13 contains 27.46 kg of waste or 12.63% of rebar needs. Rebar waste, namely Spiral End Reinforcement + Joint, D13, contains 11.85 kg of waste or 5.44% of rebar needs. The amount of cost needed for strengthening needs is Rp. 30,603,434.
Asosiasi Dosen Muda Indonesia
Title: REINFORCEMENT NEEDS FOR THE FOUNDATION OF A MULTI-STOREY BUILDING Y – NORTH JAKARTA
Description:
The North Jakarta XYZ Building Construction Project consists of two stages of construction.
The first phase of construction began on August 17, 2020 and was completed on August 17, 2021, while the second phase is currently under construction.
The building structure consists of two towers with a total of 107 residential units for households.
Construction work on this project includes preparatory work such as marking work, foundation work, substructure work such as pile drive, and superstructure work such as pillar work and curtain installation.
The method of calculating rebar reinforcement using the Bar Bending Schedule (BBS) includes several steps to calculate the working volume, calculate reinforcement needs, calculate waste and calculate rebar weight.
Based on the results of the analysis, it can be obtained that the main rebar requirement for D19 is 676.
7 kg or 36.
8% of the rebar requirement.
End Spiral + Joint Reinforcement, D13 is 908.
54 Kg or 48.
98% of the rebar requirement.
Middle Spiral Rebar + Joint, D10 amounted to 269.
51 Kg or 14.
53% of rebar requirements.
Rebar waste, namely D19 Main Reinforcement, contains 178.
08 kg of waste or 26.
31% of rebar needs.
Rebar waste, namely Spiral End Reinforcement + Joint, D13 contains 27.
46 kg of waste or 12.
63% of rebar needs.
Rebar waste, namely Spiral End Reinforcement + Joint, D13, contains 11.
85 kg of waste or 5.
44% of rebar needs.
The amount of cost needed for strengthening needs is Rp.
30,603,434.
Related Results
Optimum Location of Soft Storey in Multi-Storeyed Building
Optimum Location of Soft Storey in Multi-Storeyed Building
The present study is focus on 11-storey reinforced concrete buildings to optimize the location of soft storey under seismic zone-v. The plan of building 40m x 40m is considered. In...
Effect of Aspect Ratio on High Rise Structures with Diagrid
Effect of Aspect Ratio on High Rise Structures with Diagrid
Urbanization and population explosion in the present times has led to increase in demand for land and residencies but the availability of land is scare i.e reason a trend has evolv...
A Comparison of Rusunawa A4 IPB Building Storey Shear using Seismic Code of SNI 1726-2002 and SNI 1726-2012
A Comparison of Rusunawa A4 IPB Building Storey Shear using Seismic Code of SNI 1726-2002 and SNI 1726-2012
Indonesia is a high-risk earthquake country. It passed by Pacific Ring of Fire and surrounded by Eurasian, Pacific, Philippines and Indo-Australian plates. Indonesia government has...
STRENGTH OF BUTT WELDED BUTT JOINT OF REINFORCEMENT OF CLASS A500C
STRENGTH OF BUTT WELDED BUTT JOINT OF REINFORCEMENT OF CLASS A500C
The paper presents the results of experimental studies of the strength of cross-shaped welded joints of types К1-Кт and К3-Рр [1] of thermomechanically hardened reinforcement of cl...
Comparison of 5 and 10 Storey Frame Buildings and 5 and 10 Storey Shear Wall-Frame Buildings Under the Effect of Maras Earthquake According to the Turkish Building Earthquake Code 2018
Comparison of 5 and 10 Storey Frame Buildings and 5 and 10 Storey Shear Wall-Frame Buildings Under the Effect of Maras Earthquake According to the Turkish Building Earthquake Code 2018
In this study, the differences in the displacements, base shear forces, relative storey drifts and foundation stresses under different earthquake data on different storeys of shear...
Pengaruh Keterampilan Kewirausahaan, Orientasi pasar dan Orientasi Penjualan terhadap Kinerja Usaha UMKM
Pengaruh Keterampilan Kewirausahaan, Orientasi pasar dan Orientasi Penjualan terhadap Kinerja Usaha UMKM
The purpose of this study is to find out 1) To find out whether entrepreneurship skills have an influence on the performance of micro and small businesses in the culinary field in ...
Seismic Analysis of High Rise Building with Transfer Floor
Seismic Analysis of High Rise Building with Transfer Floor
A transfer floor is the floor system which supports a vertical as well as lateral load resisting system and transfer its loading to different underneath system. Transfer floor dist...
Fiber reinforcement as an alternative to the compressed zone linear reinforcement and the flexible concrete elements stretched zone prestressing
Fiber reinforcement as an alternative to the compressed zone linear reinforcement and the flexible concrete elements stretched zone prestressing
Abstract
The results of a numerical experiment in the framework of a theoretical study of the strength and crack resistance of the reinforced concrete beams availabl...

