Alt Text: Analysis of Suspension Cable Bridge without Reverse Cable
Title: Analysis of Suspension Cable Bridge without Reverse Cable
Caption: Detailed structural analysis using STAAD PRO and SAP 2000
Description: This study analyzes suspension bridges without reverse cables using STAAD PRO and SAP 2000. The results highlight key structural parameters such as moments, axial loads, shear forces, and deflections.
Keywords: IJET Journal, Suspension bridge, Reverse cable, STAAD PRO, SAP 2000

Table of Contents

International Journal of Engineering and Techniques – Volume 10 Issue 3, May 2024

Debabrata Pradhan¹, Ashutosh Pandey², Shashikant Verma³
¹MTech Scholar, Civil Engineering Department, MATS University, Aarang Raipur (C.G.), 493441. Email: debu9563@gmail.com
²Assistant Professor, Civil Engineering Department, MATS University, Aarang Raipur (C.G.), 493441. Email: ashutoshp@matsuniversity.ac.in
³Assistant Professor, Civil Engineering Department, MATS University, Aarang Raipur (C.G.), 493441. Email: drshashikant@matsuniversity.ac.in

Abstract

A suspension bridge supports its deck using suspension cables and vertical braces. This study models suspension bridge components using STAAD PRO and SAP 2000, analyzing parameters such as moments, axial loads, shear forces, and displacements. The bridge’s highest deflection was observed at 621.098 mm, and shear forces peaked at 890.394 KN. Engineers must consider torsion effects when designing such structures.

Keywords

Suspension bridge, Reverse cable, STAAD PRO, SAP 2000, Structural analysis

How to Cite

Debabrata Pradhan, Ashutosh Pandey, Shashikant Verma, “Analysis of Suspension Cable Bridge without Reverse Cable,” International Journal of Engineering and Techniques, Volume 10, Issue 3, May 2024. ISSN 2395-1303.

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