New

Learn smart - Learn online. Upto 88% off on courses for a limited time. View Courses

Securing Higher Grades Costing Your Pocket? Book Your Assignment at The Lowest Price Now!
loader
Add File

Error goes here

Files Missing!

Please upload all relevant files for quick & complete assistance.

Guaranteed Higher Grade!

Stuck on Your Question?

Get 24x7 live help from our Top Tutors. All subjects covered.

loader
250 words

Error goes here

Files Missing!

Please upload all relevant files for quick & complete assistance.

Students Who Viewed This Also Studied

39 Pages
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 2 ...

Course

BCEE 231

Type

Assignment

Subject

Civil Engineering

University

Concordia University

5 Pages
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 ske ...

Type

Home Work

Subject

Civil Engineering

8 Pages
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 ...

Course

ERTH3250

Subject

Civil Engineering

University

The University of Queensland

Season

Spring

10 Pages
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 eng ...

Course

ERTH3250

Subject

Civil Engineering

University

The University of Queensland

Season

Spring

CEN4030-N Advanced Structural Analysis with Dynamics

Question

Answered

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.

In your calculations, you should assume the following loading data:

Super-imposed dead load on the structure = 3.0 kN/m2

Live load on the structure = 3.5 kN/m2

Snow Load = 0.6 kN/m2

 Wind loads:

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

Answer in Detail

Solved by qualified expert

Get Access to This Answer

Lorem ipsum dolor sit amet, consectetur adipiscing elit, sed do eiusmod tempor incididunt ut labore et dolore magna aliqua. Hac habitasse platea dictumst vestibulum rhoncus est pellentesque. Amet dictum sit amet justo donec enim diam vulputate ut. Neque convallis a cras semper auctor neque vitae. Elit at imperdiet dui accumsan. Nisl condimentum id venenatis a condimentum vitae sapien pellentesque. Imperdiet massa tincidunt nunc pulvinar sapien et ligula. Malesuada fames ac turpis egestas maecenas pharetra convallis posuere. Et ultrices neque ornare aenean euismod. Suscipit tellus mauris a diam maecenas sed enim. Potenti nullam ac tortor vitae purus faucibus ornare. Morbi tristique senectus et netus et malesuada. Morbi tristique senectus et netus et malesuada. Tellus pellentesque eu tincidunt tortor aliquam. Sit amet purus gravida quis blandit. Nec feugiat in fermentum posuere urna. Vel orci porta non pulvinar neque laoreet suspendisse interdum. Ultricies tristique nulla aliquet enim tortor at auctor urna. Orci sagittis eu volutpat odio facilisis mauris sit amet.

Tellus molestie nunc non blandit massa enim nec dui. Tellus molestie nunc non blandit massa enim nec dui. Ac tortor vitae purus faucibus ornare suspendisse sed nisi. Pharetra et ultrices neque ornare aenean euismod. Pretium viverra suspendisse potenti nullam ac tortor vitae. Morbi quis commodo odio aenean sed. At consectetur lorem donec massa sapien faucibus et. Nisi quis eleifend quam adipiscing vitae proin sagittis nisl rhoncus. Duis at tellus at urna condimentum mattis pellentesque. Vivamus at augue eget arcu dictum varius duis at. Justo donec enim diam vulputate ut. Blandit libero volutpat sed cras ornare arcu. Ac felis donec et odio pellentesque diam volutpat commodo. Convallis a cras semper auctor neque. Tempus iaculis urna id volutpat lacus. Tortor consequat id porta nibh.

Lorem ipsum dolor sit amet, consectetur adipiscing elit, sed do eiusmod tempor incididunt ut labore et dolore magna aliqua. Hac habitasse platea dictumst vestibulum rhoncus est pellentesque. Amet dictum sit amet justo donec enim diam vulputate ut. Neque convallis a cras semper auctor neque vitae. Elit at imperdiet dui accumsan. Nisl condimentum id venenatis a condimentum vitae sapien pellentesque. Imperdiet massa tincidunt nunc pulvinar sapien et ligula. Malesuada fames ac turpis egestas maecenas pharetra convallis posuere. Et ultrices neque ornare aenean euismod. Suscipit tellus mauris a diam maecenas sed enim. Potenti nullam ac tortor vitae purus faucibus ornare. Morbi tristique senectus et netus et malesuada. Morbi tristique senectus et netus et malesuada. Tellus pellentesque eu tincidunt tortor aliquam. Sit amet purus gravida quis blandit. Nec feugiat in fermentum posuere urna. Vel orci porta non pulvinar neque laoreet suspendisse interdum. Ultricies tristique nulla aliquet enim tortor at auctor urna. Orci sagittis eu volutpat odio facilisis mauris sit amet.

Tellus molestie nunc non blandit massa enim nec dui. Tellus molestie nunc non blandit massa enim nec dui. Ac tortor vitae purus faucibus ornare suspendisse sed nisi. Pharetra et ultrices neque ornare aenean euismod. Pretium viverra suspendisse potenti nullam ac tortor vitae. Morbi quis commodo odio aenean sed. At consectetur lorem donec massa sapien faucibus et. Nisi quis eleifend quam adipiscing vitae proin sagittis nisl rhoncus. Duis at tellus at urna condimentum mattis pellentesque. Vivamus at augue eget arcu dictum varius duis at. Justo donec enim diam vulputate ut. Blandit libero volutpat sed cras ornare arcu. Ac felis donec et odio pellentesque diam volutpat commodo. Convallis a cras semper auctor neque. Tempus iaculis urna id volutpat lacus. Tortor consequat id porta nibh.

Lorem ipsum dolor sit amet, consectetur adipiscing elit, sed do eiusmod tempor incididunt ut labore et dolore magna aliqua. Hac habitasse platea dictumst vestibulum rhoncus est pellentesque. Amet dictum sit amet justo donec enim diam vulputate ut. Neque convallis a cras semper auctor neque vitae. Elit at imperdiet dui accumsan. Nisl condimentum id venenatis a condimentum vitae sapien pellentesque. Imperdiet massa tincidunt nunc pulvinar sapien et ligula. Malesuada fames ac turpis egestas maecenas pharetra convallis posuere. Et ultrices neque ornare aenean euismod. Suscipit tellus mauris a diam maecenas sed enim. Potenti nullam ac tortor vitae purus faucibus ornare. Morbi tristique senectus et netus et malesuada. Morbi tristique senectus et netus et malesuada. Tellus pellentesque eu tincidunt tortor aliquam. Sit amet purus gravida quis blandit. Nec feugiat in fermentum posuere urna. Vel orci porta non pulvinar neque laoreet suspendisse interdum. Ultricies tristique nulla aliquet enim tortor at auctor urna. Orci sagittis eu volutpat odio facilisis mauris sit amet.

Tellus molestie nunc non blandit massa enim nec dui. Tellus molestie nunc non blandit massa enim nec dui. Ac tortor vitae purus faucibus ornare suspendisse sed nisi. Pharetra et ultrices neque ornare aenean euismod. Pretium viverra suspendisse potenti nullam ac tortor vitae. Morbi quis commodo odio aenean sed. At consectetur lorem donec massa sapien faucibus et. Nisi quis eleifend quam adipiscing vitae proin sagittis nisl rhoncus. Duis at tellus at urna condimentum mattis pellentesque. Vivamus at augue eget arcu dictum varius duis at. Justo donec enim diam vulputate ut. Blandit libero volutpat sed cras ornare arcu. Ac felis donec et odio pellentesque diam volutpat commodo. Convallis a cras semper auctor neque. Tempus iaculis urna id volutpat lacus. Tortor consequat id porta nibh.

14 More Pages to Come in This Document. Get access to the complete answer.

MyAssignmenthelp.com caters to thousands of students on a regular basis who need top quality homework help online. We aid students in completing their homework assignments without making holes in their pockets. Despite providing cheap homework help services, we never compromise with the quality of delivered help solutions. Our homework writers are instructed to use authentic and relevant references in writing to make the papers plagiarism-free. Hence, we have become the most authentic and effective homework writing service provider in USA.

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

Q
icon

We aren't endorsed by this University

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 ...

View Answer
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 ...

View Answer
Q
icon

We aren't endorsed by this University

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 ...

View Answer
Q
icon

We aren't endorsed by this University

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 ...

View Answer

Content Removal Request

If you are the original writer of this content and no longer wish to have your work published on Myassignmenthelp.com then please raise the content removal request.

Choose Our Best Expert to Help You

icon

5% Cashback

On APP - grab it while it lasts!

Download app now (or) Scan the QR code

*Offer eligible for first 3 orders ordered through app!

screener
ribbon
callback request mobile
Have any Query?