Rekabentuk bangunan pejabat dua tingkat dengan menggunakan staad-iii dan secara manual

Loading...
Thumbnail Image
Date
2005-04-01
Authors
Mohd Rashwan Arshad
Journal Title
Journal ISSN
Volume Title
Publisher
Abstract
The application of a reinforced concrete structure design has been used widely. In this research, all the structures element have been design as reinforced concrete based on the ultimate limit state philosophy employed in BS 8110 : Part 1 : 1997. The main objective of this project is to design double storey concrete office building and its comparison with manual calculation. The result will be compared in term of the shear force, the bending moment on the main support as well as the mid-span and the total cross section area of the main reinforcement required. Hence, the main building structure cost can be determined from the STAAD-III output. This report also discuss the procedures and methods of structural modeling used in STAAD-III as well as the advantages and disadvantages of the STAAD-III software as a tool to analyze and design. The result shows that the average of percentage differences in the shear force and the bending moment for both method does not exceed more than 35%. Hence, the comparison between the average cross section of main reinforcement also does not shows very much difference which is less than 20% from the manual. It can be concluded that the STAADIII software has the capability to analyze and design structures.
Description
Keywords
Citation