Various types of buckling
Topics: Column, Buckling, Structural engineering / Pages: 4 (948 words) / Published: Nov 6th, 2014

Assignment front sheet QualificationUnit number and titlePearson BTEC Level 4 HNC Diploma Construction and the Built EnvironmentUnit 34 Structural Analysis and DesignStudent nameAssessor nameDaw Wuit Yi Win HtutDate issuedCompletion dateSubmitted on15th October 20147th November 2014Assignment titleAssignment (3) of (4) Structural Analysis and DesignLearning outcome (LO)Assess-ment CriteriaIn this assessment you will have the opportunity to present evidence that shows you are able toTask no.Evidence (Page no)L0 3Be able to appraise the behavior of elastic columns subjected to axial loading 3.1determine the axial load carrying capacity of perfectly elastic columns3a Learner declarationI certify that the work submitted for this assignment is my own and research sources are fully acknowledged. Student signature Date _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Assignment briefUnit number and titleUnit 34 Structural Analysis and DesignQualificationPearson BTEC Level 4 HNC Diploma Construction and the Built EnvironmentStart date15th October 2014Deadline/hand-in 7th November 2014AssessorDaw Wuit Yi Win HtutAssignment titleStructural Analysis and DesignPurpose of this assignment By carrying out this assignment learners will develop an appreciation of phenomenon of buckling and understand the use of buckling formulas in the analysis and design of structures.Scenario In structural engineering, structural analysis and design is required to analyse construction designs and appraise statically determinate structures. You have to be able to design common structural elements to the appropriate British Standard, code of practice or European Code of Practice. The following series of tasks are set to test your knowledge and understanding of work with real-life examples and develop the skills needed to produce effective and economic designs. Task 3 (LO 3 3.1) determine the axial load carrying capacity of perfectly elastic columns. A hollow circular steel column (E205 kN/mm2) is simply

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