ANALYSIS AND DESIGN OF RC BEAM UNDER DIFFERENT END CONDITIONS USING STAAD.PRO

Authors

  • Kavya B. R. Assistant Professor, Department of Civil Engineering, Adhichunchangiri Institute of Technology, Karnataka, India.
  • Rahul R. UG Students, Department of Civil Engineering, Adhichunchangiri Institute of Technology, Karnataka, India.
  • Sahithya C. N. UG Students, Department of Civil Engineering, Adhichunchangiri Institute of Technology, Karnataka, India.
  • Suchithra T. J. UG Students, Department of Civil Engineering, Adhichunchangiri Institute of Technology, Karnataka, India.
  • Vijay N. J. UG Students, Department of Civil Engineering, Adhichunchangiri Institute of Technology, Karnataka, India.

Abstract

Structural designers especially in India use STAAD software to execute the structural analysis, but for the design purpose still manual calculations and excel spread sheets are being used. It leads to cumbersome and time consuming process to obtain analysis results from STAAD Pro to design calculations, hence to automate this process an MS Excel spread sheet has been developed. The present project deals with the analysis and design of beams and columns under different end conditions. The dead load &live loads are applied and the design for beams, columns is obtained from STAAD Pro with its new features surpassed its predecessors, and compotators with its data sharing capabilities with other major software like AutoCAD. We conclude that staad pro is a very powerful tool which can save much time and is very accurate in Designs. Thus it is concluded that staad pro package is suitable for the analysis and design of beams and columns.

References

Ramya Krishnan, V.S Satheesh, S. Suresh Babu, Reinforcement Detailing of RCC Structure using STAAD.Pro, International Journal of Advance Engineering and Research Development Volume: 05, Issue: 03, March 2018, Scientific Journal of Impact Factor (SJIF): 5.71, e-ISSN (O): 2348-4470, p-ISSN (P): 2348-6406.

Dr. C.H.S. Naga Prasad, Design and Analysis of Cantilever Beam, International Journal of Advanced Technology and Innovative Research, Volume: 09, Issue: 05, April 2017, Pages: 0682-0685.

Fernandez R.J, Javali F.M, Patil S.B, Analysis and Design of Reinforced Concrete Beams and Columns using open STAAD‖, International Journal of Soft Computing and Engineering (IJSCE) ISSN: 2231-2307, Volume: 07 Issue: 03, July 2017.

Mr. Sohail Khan, Prof. Prashant D. Hiwase, Dr. P.D Pachpor, Analysis and Design of Beam and Column in which Beam behaves as a Column and Column as a Beam, IJSART- Volume: 3 Issue: 5 May 2017, ISSN [ONLINE]: 2395-1052.

Balwinder Lallotra, Dhirendra Singhal, A Computability Study on Design and Analysis of Reinforced Concrete Structural Design Using Software, International Journal of Engineering and Technology (IJET), ISSN (Print): 2319-8613, ISSN (Online): 0975- 4024.

Talib Abdul Jabbar AL-Eyssawi, Economical Simply Supported Reinforced Concrete Rectangular Beam Design Using STAAD Pro, International Journal of Innovative Research in Science, Engineering and Technology, (An ISO 3297: 2007 Certified Organization), Website: www.ijirset.com, Volume: 06, Issue: 03, March 2017, ISSN (Online): 2319-8753, ISSN (Print): 2347-6710.

Talib Abdul Jabbar AL-Eyssawi, Economical Short Rectangular Reinforced Concrete Column Design under Combined Axial Load plus Uniaxial Bending Using STAAD Pro, International Journal of Applied Engineering Research. April 2017.

Additional Files

Published

30-06-2019

How to Cite

Kavya B. R., Rahul R., Sahithya C. N., Suchithra T. J., & Vijay N. J. (2019). ANALYSIS AND DESIGN OF RC BEAM UNDER DIFFERENT END CONDITIONS USING STAAD.PRO. International Educational Journal of Science and Engineering, 2(3). Retrieved from https://iejse.com/journals/index.php/iejse/article/view/33

Issue

Vol. 2 No. 3 (2019): MAY-JUN ISSUE, INTERNATIONAL EDUCATIONAL JOURNAL OF SCIENCE AND ENGINEERING

Section

Articles

License

Copyright (c) 2019 International Educational Journal of Science and Engineering

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.