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BCEE 231

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Civil Engineering

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ERTH3250

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Civil Engineering

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The University of Queensland

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Course

ERTH3250

Subject

Civil Engineering

University

The University of Queensland

Season

Spring

### Assignment

A client representing a retail company has asked you to produce a structural analysis report for their planned 8-storey commercial building in Middlesbrough (see Figure 1, page 3). The planned structure requires a minimum floor area of 700m2 for each storey of the building. For a rapid and robust construction, the structural system has already been decided as a moment-resisting structural steel frame with concrete decks. The required height for the ground level is 4.5m and the floor height for the remaining storeys is 3.5m. A regular grid floor layout is suitable for the intended use of the client. In one direction, the structure should have columns spaced at a minimum distance of 8m. The client has an in-house structural engineer who is keen to learn more about the finite element modelling approach that you will be performing to produce the analysis results for the report. You are expected to provide sufficient background information and finite element modelling details to convince the client regarding the validity and reliably of your analysis and report.

Live load on the structure = 3.5 kN/m2

Windward walls = +0.7 kN/m2

Leeward Walls = -0.3 kN/m2

You are required to produce an individual 2000-word report which is expected to include the following aspects:

1. A background of the project including the structural layout of the building. Your opinion regarding the prescribed loads provided above in light of Eurocodes requirements. Include your justification for not considering other lateral loads for the analysis.

2. A brief background of the finite element modelling approach used for modelling the proposed structure including selection of element types, analysis types and boundary 4 conditions. You should also discuss any assumptions or limitations associated with your finite element modelling and analysis.

3. Key finite element modelling steps with screen capture to demonstrate a systematic and reliable modelling process. Presented figures need to be clearly annonated.

4. Selected analysis results including bending moment, shear force and axial force diagrams of the structure obtained from the finite element analysis. Results for the entire structure and also for selected representative frames should be presented.

5. A brief discussion on how the obtained analysis results could have been used for design of different structural elements of the structure. You should demonstrate your understanding of how the analysis results from finite element analysis can be used for design.

6. Simple hand (manual) calculations to demonstrate the reliability of your finite element model.

7. Brief discussion on how the modelling of the proposed structure could have changed if reinforced concrete frame was used instead of a steel frame.

### CEN4030-N Advanced Structural Analysis with Dynamics

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## More CEN4030-N CEN4030-N Advanced Structural Analysis with Dynamics: Questions & Answers

Q

### BCEE 231 - Structured Programming

On the first page of your submission write in BOLD the name of the station assigned to you. 2-Download the daily maximum, mean and minimum temperate related to your station for the period of 1977 to 2016 from Canadian Climate Data Accessibility Portal (CCDAP), availableat  3-Using the daily tem ...

Q

### Sketching guidelines

Sketching guidelines This assessment contains a number of tasks requiring you to prepare sketches of relevant construction details from the cottage outlined in the documentation for Project 1. The sketches are to be prepared to a standard acceptable to allow communication of a detail as would occur ...

Q

### Groundwater And The Hydrologic Cycle

Name ____________________ Practical Problems in Groundwater Hydrology Chapter 3 - Problem 2 Input Parameters Q = gpm = ft3/day Target Water Level Lowering T = gpd/ft = ft2/day ft Sy = ft3/ft3 r = feet t Time un W(u n) s well s total days Periods feet feet t1 t2 t3 t4 t5 t6 t7 t8 t9 t10 ...

Q

### Water Budgets And Basic Hydrologic Processes

Using the Theis equation to calculate drawdown Due Date: 9th April, 11:59pm Weighting: The practical is worth 4% of your o verall course Background The following is an example of an engineering application where analytical solutions to the Theis equation are used to co mpute the ...

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