+61480015851
TC60044E : Structural And Conceptual Design - Civil Engineering Project Assignment Help
Download Solution
Order New Solution
Internal Code : 3GIB
Wind load
(a) For conceptual design purposes only use Initial dynamic pressures:
Roof: (i) windward side: 0.8 kN/m2 (+ve)
(ii) leeward sides: 0.8 kN/m2 (-ve)
Wall: (i) windward side: 1.0 kN/m2 (+ve)
(ii) leeward sides: zero
(b) For final design pressure coefficients to be determined from NA to BS EN 1991-1-4: 2005 + A1:
2010. Assume the following site conditions:
? Town Terrain
? Site altitude: 20 m above sea level
? Closest distance to the sea: 30 km
? Building height: as determined
Take fundamental basic wind velocity, vb,map as 22 m/s (from Figure NA.1).
Omit from consideration
All construction below ground.
Task: 1
1.(a) Prepare an illustrated design appraisal indicating at least two distinct and workable concept arrangements for the structure. Identify clearly the functional framing, load transfer and stability aspects of each scheme. Produce neat, dimensioned, annotated general arrangement sketches of the whole structure for both arrangements (must be to scale).
(b) Describe the alternative schemes considered and outline the design process by which a final scheme was reached explaining and giving reasons why the alternatives were rejected. Clearly show how the design has been developed to minimise the carbon footprint.
2 For one only of the schemes devised produce neat annotated diagrams (may be freehand) showing the load paths followed and the effects on the structure of the following:
(a) Vertical Permanent Dead and Variable Imposed load
(b) Wind and other lateral loading.
3 For the concept scheme considered in (1.1) above carry out preliminary calculations to justify the sizing of the typical main structural elements for each scheme.
Task: 2
Final Analysis & Design
1.For the concept scheme selected in the Conceptual Design Part 1 of this assignment, accordingly modified if necessary, prepare sufficient final design calculations to establish the form and size of all principal structural elements (excluding foundations, ground floor slabs and access stairs).
2 Prepare annotated, scaled and dimensioned general arrangement drawings of your structural design
3 Produce neat clearly annotated sketches to illustrate details for the following:
a) Roof/column element junction
b) Roof cladding/purlins/rafter
c) Column base/dry dock wall connection
Civil Engineering Project Assignment Help
Case: 1 Office Scheme Project You are acting as consultant. Your client's requirements include the possible development of a new Headquarters building as outlined on sketches No TC60044E/01 and TC60044E/02 accompanying this brief. The proposal has come about because of the acquisition of land on a Greenfield site considered ideal for this type of project. You have been commissioned by the Client to help develop a project strategy and to come up with suitable economic design solutions and assist in anticipating the likely construction problems. The building outlined by the client’s requirements should have a structure that provides special architectural interest where possible. It is of considerable importance that the final structures be designed to enhance the Greenfield location. The proposal is to provide the following in the development: 1. A new three-storey pitched roof ‘L-shaped’ Headquarters Building for use as administration offices as outlined on the accompanying sketches TC60044E/01 and TC60044E/02. 2. The construction should take into account the fact that the building is needed urgently for early occupation. 3. The depth of floor construction is limited by the specified height requirement and the need for a services void totally free of beams. 4. The Plant is to be accommodated in a 4m width of roof, as indicated, with units positioned between main roof support members. 5. The internal partitions are not load bearing. However, one line only of internal columns is acceptable on either of the lines of the internal partitions. 6. Fire resistance of one hour minimum is to be provided. 7. The entrance blocks can be used to assist overall structural stability. 8. Roof and wall cladding should be compatible with a rapid construction programme and should be suitable for a semi-rural environment. 9. On the north side, a single-storey fully glazed restaurant area is required with a minimum number of internal columns. The structure is to be exposed and aesthetically pleasing. 10. The shaded area of the 'L-shaped' building, that is the shorter return length, requires to be free of any internal partitions and any columns at ground floor level whilst still maintaining the floor depth limits. Loads Permanent Dead load All permanent dead loading is to be determined Variable Imposed loads
Wind load
(a) For conceptual design purposes only use Initial dynamic pressures:
Roof: (i) windward side: 0.8 kN/m2 (+ve)
(ii) leeward sides: 0.8 kN/m2 (-ve)
Wall: (i) windward side: 1.0 kN/m2 (+ve)
(ii) leeward sides: zero
(b) For final design pressure coefficients to be determined from NA to BS EN 1991-1-4: 2005 + A1:
2010. Assume the following site conditions:
? Town Terrain
? Site altitude: 20 m above sea level
? Closest distance to the sea: 30 km
? Building height: as determined
Take fundamental basic wind velocity, vb,map as 22 m/s (from Figure NA.1).
Omit from consideration
All construction below ground.
Task: 1
1.(a) Prepare an illustrated design appraisal indicating at least two distinct and workable concept arrangements for the structure. Identify clearly the functional framing, load transfer and stability aspects of each scheme. Produce neat, dimensioned, annotated general arrangement sketches of the whole structure for both arrangements (must be to scale).
(b) Describe the alternative schemes considered and outline the design process by which a final scheme was reached explaining and giving reasons why the alternatives were rejected. Clearly show how the design has been developed to minimise the carbon footprint.
2 For one only of the schemes devised produce neat annotated diagrams (may be freehand) showing the load paths followed and the effects on the structure of the following:
(a) Vertical Permanent Dead and Variable Imposed load
(b) Wind and other lateral loading.
3 For the concept scheme considered in (1.1) above carry out preliminary calculations to justify the sizing of the typical main structural elements for each scheme.
Task: 2
Final Analysis & Design
1.For the concept scheme selected in the Conceptual Design Part 1 of this assignment, accordingly modified if necessary, prepare sufficient final design calculations to establish the form and size of all principal structural elements (excluding foundations, ground floor slabs and access stairs).
2 Prepare annotated, scaled and dimensioned general arrangement drawings of your structural design
3 Produce neat clearly annotated sketches to illustrate details for the following:
a) Roof/column element junction
b) Roof cladding/purlins/rafter
c) Column base/dry dock wall connection
This TC60044E: Structural And Conceptual Design Assignment has been solved by our Civil Engineering experts at My Uni Paper. Our Assignment Writing Experts are efficient to provide a fresh solution to this question. We are serving more than 10000+ Students in Australia, UK & US by helping them to score HD in their academics. Our Experts are well trained to follow all marking rubrics & referencing style.