CIVE1177: Concrete Structure 1 - The Structural Design Process of a Building - Engineering Assignment Help

Assignment Task:

This project will introduce you to the aspects of the structural design process of a building made fromreinforced concrete. You need to design a three-storey building, and the specifications of the buildingare as follows: 

SPECIFICATION 

• Loading: 

Floor Finishes 1.0 kN/m2 

Waterproofs (roof) 0.5 kN/m2 

Ceiling and services 1.0 kN/m2 

Partitions 0.5 kN/m2 

Exterior Wall (along gridline 4 only) 4.0 kN/m (100 mm thick) Live Load 1.0 kN/m2 roof 

3.0 kN/m2internal levels 

• Characteristic concrete strength  

 = 40 MPa 

• Concrete cover thickness = 25 mm 
• Aggregate size = 20 mm 
• Ductility class N high yield reinforcement for both longitudinal steel and shear reinforcement. Yield strength 

=500 MPa 

- Maximum bar length = 6 m 

- 10 mm < bar diameter < 40 mm 

• Slab thickness = 200 mm (the 3 span slab runs one-way over the beams that run along gridlines A, B, C, and D) 
• Beam width = 325 mm. The overall beam depth is 600 mm ? Beams are located at 5.0 m centre-to-centre. The beams run along gridlines A, B, CandD(see Figure 1) 
• Column section to be 325 x 325 mm square 
• Foundation design: permissible soil-bearing pressure = 200 kN/m2 ? The structure has a floor structure on level 1 and level 2, plus a roof structure, and the groundfloor slab is not supported by the columns but rests on the ground soil. The frame is assumedto be braced against lateral load (i.e. do not need to consider lateral loads such as wind loadsin this project) 

Figure 1. Typical floor plan dimensions

Figure 2. Building frame elevation (at gridlines A, B, C, D) 

Figure 3. Typical interior floor level – elevation 

SCOPE OF WORK 

You will be required to complete the following tasks: 

1. Develop preliminary structural frame system and draw the framing plan for level 2. 2. Estimate primary loads and determine load combinations for strength and serviceabilitylimit states 

3. Model and analyse the RC frame structure at gridline B using SpaceGass for appropriate loadcombinations 

4. Design the RC structures: (1) the continuous one-way slab from gridline A to D, (2) theRCcontinuous beam at gridline B, (3) one RC column at grid B/2 including the pad footing 5. Draw the RC sketch drawings of the above designed elements 

FOR FEEDBACK 

Students can submit the preliminary results for tasks 1-3 for feedback. No mark is allocatedtothispartial submission and it is not compulsory. 

Further opportunity for feedback will be given in project workshop, Monday 12:30 to 1:30pm(starting from Week 2, students attend only if you have questions). You may also utilize discussionboard on Canvas for feedback.

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