Transcription of Module 10 - NPTEL
{{id}} {{{paragraph}}}
Example: bachelor of science
Module 10 - NPTEL
Module 10. Compression Members Version 2 CE IIT, Kharagpur Lesson 22. Short axially loaded Compression Members Version 2 CE IIT, Kharagpur Instructional Objectives: At the end of this lesson, the student should be able to: state additional assumptions regarding the strengths of concrete and steel for the design of short axially loaded columns , specify the values of design strengths of concrete and steel, derive the governing equation for the design of short and axially loaded tied columns , derive the governing equation for the design of short and axially loaded spiral columns , derive the equation to determine the pitch of helix in spiral columns .
Axially loaded columns also need to be designed keeping the provision of resisting some moments which normally is the situation in most of the practical columns. This is ensured by checking the minimum eccentricity of loads applied on these columns as stipulated in IS 456. Moreover, the design strengths of
Loading..
Tags:
Information
Domain:
Source:
Link to this page:
Please notify us if you found a problem with this document: