Results of Empirical Analysis

Oct 13, 2025 by orovajewels.com 8 views

Introduction

The suspension bridge of Pisang Binaya Village is a vital structure that connects the community to the rest of the region. The angkur block, a crucial component of the bridge, plays a significant role in supporting the backstay tensile loads. However, the concrete used in the angkur block has a lower tensile strength compared to its compressive strength, making it prone to failure under tensile loads. To overcome this weakness, steel reinforcement is necessary to provide high tensile strength to the concrete blocks. This study aims to analyze the voltage that occurs in the angkur block using the Ansys program, determine the optimal distance of reinforcement in the area with the maximum tensile stress (critical area), and evaluate the voltage distribution in the structure of the angkur block visually.

Background

The angkur block is a critical component of the suspension bridge of Pisang Binaya Village, and its adequate dimensions are essential to ensure that its strength exceeds the pulling cable pulling force. The structure of the angkur blocks in the village of Pisang Binaya already has a large dimension, but the concrete used has good compressive strength, with a tensile strength that is only about 10% of the compressive strength. This makes the concrete vulnerable to failure under tensile loads. To address this issue, steel reinforcement is necessary to provide high tensile strength to the concrete blocks.

Methodology

This research was conducted using a numerical approach, with the SAP 2000 program used to calculate the internal force in the entire suspension bridge structure. The ANSYS analysis program was then used to obtain tensile stresses that occur in the Angkur Block. The angkur block model in Ansys was created by paying attention to the field conditions as close as possible. The results of the Ansys analysis were then compared with the empirical analysis to determine the optimal distance of reinforcement in the critical area.

Results of Ansys Analysis

The results of the Ansys analysis showed that the maximum tensile stress occurs on the steel profile H 300,300.10.15 with a value of 80.582 MPa. Meanwhile, the maximum tensile voltage in the concrete is 0.41 MPa, which is still within a safe limit because it is lower than the permitted concrete tensile tension of 2.23 MPa. These results indicate that the steel reinforcement is effective in providing high tensile strength to the concrete blocks.

Results of Empirical Analysis

From the results of the empirical analysis, a maximum distance of reinforcement in the critical area is 300 mm, while in the non-critical area is 350 mm. This information can be used as a guide in the planning and construction of a stronger and more durable angkur block structure.

Discussion

The results of this study provide a more detailed picture of the behavior of the structure of the suspension of the suspension bridge of the Pisang Binaya Village. The analysis of Ansys and Empirical Methods used provides valuable information about the distribution of voltage and determining optimal reinforcement distance. The results of this study can be useful for engineers and practitioners in designing and building a safe, efficient, and durable angkur block structure.

Conclusion

By understanding the voltage that occurs and determining the proper reinforcement distance, we can ensure that the structure of the Suspension Bridge of Pisang Binaya Village can withstand the load safely and function well for a long time. The results of this study can be used as a guide in the planning and construction of a stronger and more durable angkur block structure.

Recommendations

Based on the results of this study, the following recommendations can be made:

The use of steel reinforcement with high tensile strength is essential to provide adequate strength to the concrete blocks.
The optimal distance of reinforcement in the critical area is 300 mm, while in the non-critical area is 350 mm.
The results of this study can be used as a guide in the planning and construction of a stronger and more durable angkur block structure.

Limitations of the Study

This study has several limitations, including:

The study was conducted using a numerical approach, which may not accurately represent the actual behavior of the structure.
The study only analyzed the voltage distribution in the angkur block and did not consider other factors that may affect the structure's behavior.
The study only used a single type of steel reinforcement, which may not be representative of other types of reinforcement.

Future Research Directions

Future research directions include:

Conducting experimental studies to validate the results of this study.
Analyzing the behavior of the structure under different loading conditions.
Investigating the use of other types of reinforcement to provide high tensile strength to the concrete blocks.

Conclusion

In conclusion, this study provides a detailed analysis of the voltage distribution in the angkur block of the suspension bridge of Pisang Binaya Village. The results of the Ansys analysis and empirical analysis provide valuable information about the distribution of voltage and determining optimal reinforcement distance. The results of this study can be useful for engineers and practitioners in designing and building a safe, efficient, and durable angkur block structure.

Q: What is the purpose of the angkur block in the suspension bridge of Pisang Binaya Village?

A: The angkur block is a crucial component of the suspension bridge of Pisang Binaya Village, and its purpose is to support the backstay tensile loads.

Q: What is the main material used in the angkur block, and what are its limitations?

A: The main material used in the angkur block is concrete, which has good compressive strength but lower tensile strength, making it prone to failure under tensile loads.

Q: Why is steel reinforcement necessary in the angkur block?

A: Steel reinforcement is necessary to provide high tensile strength to the concrete blocks, overcoming the weakness of concrete in tensile loads.

Q: What type of steel reinforcement was used in this study?

A: The steel profile H 300,300.10.15 was used as the steel reinforcement in this study.

Q: What were the results of the Ansys analysis?

A: The results of the Ansys analysis showed that the maximum tensile stress occurs on the steel profile H 300,300.10.15 with a value of 80.582 MPa, while the maximum tensile voltage in the concrete is 0.41 MPa, which is still within a safe limit.

Q: What were the results of the empirical analysis?

A: The results of the empirical analysis showed that the maximum distance of reinforcement in the critical area is 300 mm, while in the non-critical area is 350 mm.

Q: What are the implications of the results of this study?

A: The results of this study provide valuable information about the distribution of voltage and determining optimal reinforcement distance, which can be useful for engineers and practitioners in designing and building a safe, efficient, and durable angkur block structure.

Q: What are the limitations of this study?

A: The study has several limitations, including the use of a numerical approach, which may not accurately represent the actual behavior of the structure, and the study only analyzed the voltage distribution in the angkur block and did not consider other factors that may affect the structure's behavior.

Q: What are the future research directions?

A: Future research directions include conducting experimental studies to validate the results of this study, analyzing the behavior of the structure under different loading conditions, and investigating the use of other types of reinforcement to provide high tensile strength to the concrete blocks.

Q: What are the recommendations based on the results of this study?

A: The recommendations based on the results of this study include the use of steel reinforcement with high tensile strength, the optimal distance of reinforcement in the critical area is 300 mm, while in the non-critical area is 350 mm, and the results of this study can be used as a guide in the planning and construction of a stronger and more durable angkur block structure.

Q: What is the significance of this study?

A: This study provides a detailed analysis of the voltage distribution in the angkur block of the suspension bridge of Pisang Binaya Village, and the results of the Ansys analysis and empirical analysis provide valuable information about the distribution of voltage and determining optimal reinforcement distance, which can be useful for engineers and practitioners in designing and building a safe, efficient, and durable angkur block structure.