structures - assignemt -012.pdf

1

ASSIGNMENT -02 No Task 01. Consider the below simply supported beam AB have a uniform section is subjected to a loading conditions as shown in the diagram below. Calculate the magnitude and location of the maximum vertical deflection using Euler formula. Figure 1 : Idealized beams for question 1 02. General Comments / Feedback Marks Date: IV Sign: Date: TASK / LEARNING OUTCOME FEEDBACK SHEET Course Title B Eng 2- Civil Engineering Student Name Title: Structures & Construction Management -A Student No Assignment Title Beam Deflection & Frame Analysis Batch No LSBU/01 Assessor Eng. A.A.Hafeel Ahamed Assessor Sign 30 kN 10 kN/m 6 m 8 m A B I I 3 m 20 kN 3 m A 2 m 20 kN/m B 4 m 2 m 2 m 40 kN Find the Reactions at the supports and sketch the bending moment diagram to the frame subjected to the load as shown in the diagram.

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Page 1: Structures - Assignemt -012.pdf

ASSIGNMENT -02

No Task

01. Consider the below simply supported beam AB have a uniform section is subjected to a loading

conditions as shown in the diagram below. Calculate the magnitude and location of the maximum

vertical deflection using Euler formula.

Figure 1 : Idealized beams for question 1

02.

General Comments / Feedback

Marks Date:

IV Sign: Date:

TASK / LEARNING OUTCOME FEEDBACK SHEET

Course Title B Eng 2- Civil EngineeringStudentName

Title:Structures & ConstructionManagement -A

Student No

AssignmentTitle

Beam Deflection & Frame Analysis Batch No LSBU/01

Assessor Eng. A.A.Hafeel AhamedAssessorSign

30 kN10 kN/m

6 m 8 m

A BI I

3 m

20 kN

3 m

A

2 m

20 kN/m

B

4 m

2 m

2 m

40 kN

Find the Reactions at the supports andsketch the bending moment diagram to theframe subjected to the load as shown in thediagram.

2014-012-R-Annex to ED Decision 2014-012-R

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Shape optimization of structures under earthquake loadings...Struct Multidisc Optim (2013) 47:855–866 DOI 10.1007/s00158-012-0864-7 RESEARCH PAPER Shape optimization of structures

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