Analysis and Design of Scissor Truss by STAAD Pro Software Method

Authors

  • Khamkar Udaykumar Bhaskarrao Lecturer, Department of Civil Engineering, Vishveshwarayya Abhiyantriki Padvika Mahavidyalay, Almala, Latur, India
  • R. Banale Viki Lecturer, Department of Civil Engineering, Vishveshwarayya Abhiyantriki Padvika Mahavidyalay, Almala, Latur, India
  • Wadile Vishwajeet Shivshankar Student, Department of Civil Engineering, Vishveshwarayya Abhiyantriki Padvika Mahavidyalay, Almala, Latur, India
  • Jawalekar Sushant Shivaji Student, Department of Civil Engineering, Vishveshwarayya Abhiyantriki Padvika Mahavidyalay, Almala, Latur, India
  • Shelke Chaitanya Sujit Student, Department of Civil Engineering, Vishveshwarayya Abhiyantriki Padvika Mahavidyalay, Almala, Latur, India
  • Ashtekar Prashik Manoj Student, Department of Civil Engineering, Vishveshwarayya Abhiyantriki Padvika Mahavidyalay, Almala, Latur, India

Abstract

Analysis and design were carried out for Scissor type of roof trusses two different type of steel sections i.e. Angle section and I section on STAAD pro software. The analysis for optimum section were carried out for combination of truss with two sections each making different combinations of truss and sections and the best optimized section with truss was found on STAAD pro software. Comparative study was made and it was found that Scissor truss with angle section to be optimum and economical.

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Published

09-05-2025

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Articles

How to Cite

[1]
K. U. Bhaskarrao, R. B. Viki, W. V. Shivshankar, J. S. Shivaji, S. C. Sujit, and A. P. Manoj, “Analysis and Design of Scissor Truss by STAAD Pro Software Method”, IJRESM, vol. 8, no. 5, pp. 24–27, May 2025, Accessed: May 20, 2025. [Online]. Available: https://journal.ijresm.com/index.php/ijresm/article/view/3253

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