HelloI solved all calculation for this CW,now I need some one to complete other requirments, which I mention below:- Prepare a structural plan in Auto CAD with suitable scale- Modeling and design of

Task(s)

Course work - Assignment (100% Weightage)

Shear walls are vertical elements of the horizontal force resisting system. In structural engineering, a shear wall is a structural system to counter the effects of lateral load acting on a structure. Seismic loads are the most common load that shear walls are designed to carry.

Figure1 shows the plan of multi-story construction (G+5) for a school building project in Oman.

It is required to examine the earthquake resistant of the multi-story construction with shear wall in two principle directions.

1. Write a brief abstract about the project (seismic design with shear wall) highlighting the concept, materials used and the method of construction which includes soil condition, building importance and seismic zone.

[Weightage: 10%]

1. Prepare a structural plan, elevation and distribution of shear wall in the plan with grid lines in the horizontal (x-direction) and vertical (Y-direction) including naming of the grids in alphabetical order horizontally (in x-direction from left to right) and by numerical numbers vertically (in y-direction from bottom to top) respectively which includes column showing the proposed shear walls scheme in the two principal directions of the building.

[Weightage: 15%]

1. Analyse and design one shear wall manually as per EC8 which includes load calculation, base shear, distribution of horizontal seismic force, direct force, real torsional force, accidental torsional force, total force, maximum bending moment at base, maximum shear force at base, axial load calculation, load combination, design of flexural reinforcement, web vertical reinforcement, boundary elements and shear reinforcements.

[Weightage: 35%]

1. Carry our modeling and design of remaining shear walls with gravity and earthquake forces using software STAAD Pro / ETABS as per Euro Code 8.

[Weightage: 25%]

1. Reinforcement detailing: Provide all relevant reinforcement details of shear wall both longitudinal section and cross section.

[Weightage: 15%]

Table 1 BEPBO1SST/ERS/CIE/L4 - Part Time

Note: Assume slab thickness, beam size, wall thickness suitably and characteristic material

strength for the steel reinforcement fyk = 500N/mm2.

Instructions:

1. Plagiarism is a serious offence. In case of any plagiarism detected, penalty will be imposed leading to zero mark. Policy and guidelines for dealing with plagiarism and malpractice in examination can be viewed by clicking:

http://portal.cce.edu.om/member/contentdetails.aspx?id=490

1. Course work should be submitted on time. College guidelines on late submission of coursework can be viewed by clicking: http://portal.cce.edu.om/member/contentdetails.aspx?id=565

2. Course work should be submitted with an appropriate cover page, which can be obtained from the departmental assistant at the department.

3. Name, student identification and title of the course work to be written clearly and legibly on the cover page.

4. The completed course work is to be submitted to the departmental assistant on or before the deadline and record your name, date of submission and signature in the book with the departmental assistant.

5. For online submission of course work, pdf file with appropriate cover page mentioning name of student, student number and title of the course work should be uploaded using the submission link created and made available by the module leader.

Referencing:

Harvard Referencing (CCE Style) First Edition 2013 should be followed for both in-text and listing references. This downloadable document can be found in our CCE portal at: http://portal.cce.edu.om/member/contentdetails.aspx?cid=628