Structural assignment
- 1. STRUCTURES (BLD61203) Research Unit for Modern Architecture Studies in Southeast Asia Structural Analysis of a RC Bungalow Group project Bachelor of Quantity Surveying Group members Student ID Lee Kah Keith 0331189 Orlando Wong Kueng Khung 0331859 Koay Jing Ting 0327739 Nicholas Wong Chin Khai 0331773 Khairi Fariz 0331177 Muhammad Fareez 0322961 Content 1.Intro ● Location
- 2. 1 ● Usage - Brief description of the bungalow, Location, usage, and etc 2. Relevant floor plan ● Architectural GF plan ● Architectural Roof plan ● Foundation plan ● Structural GF plan ● Structural Roof plan 3.Design Brief ● Weight of material used and live load assumed 4.Beam Analysis report ● Load Distribution Plan ● Live Load Assumption Table 5.Individual Report (Beam) ● Lee Kah Keith(0331189) ● Orlando Wong Kueng Khung(0331859) ● Koay Jing Ting(0327739) ● Nicholas Wong Chin Khai(0331773) ● Khairi Fariz(0331177) ● Muhammad Fareez(0322961) -Beam analysis report which consists of: o Load distribution plans for beam design **indicate live load assumed for each room on floor plans **live load for roof is taken as 0.5kN/m2 o Load Diagram o Bending moment diagram o Shear force diagrams 6.Column analysis report ● Load distribution plan ● Live Load Assumption Table 7.Individual Report (Column) ● Lee Kah Keith (0331189) ● Orlando Wong Kueng Khung(0331859) ● Koay Jing Ting(0327739) ● Nicholas Wong Chin Khai(0331773) ● Khairi Fariz(0331177) ● Muhammad Fareez(0322961)
- 3. 2 Column analysis report which consists of: (a separator to separate analysis done by different student) o Load distribution plans for column design o Estimation of column load o Suggested column size BRIEF DESCRIPTIONOF THE BUNGALOW Location of the bungalow Address:No. 56, Jalan BU 4/6, Bandar Utama, 47800 Petaling Jaya, Selangor Darul Ehsan
- 4. 3 Located at Bandar Utama, this luxurious bungalow is on a large lot in a hot neighbourhood. From a large living space to the spacious landscaped backyard, offering more than sufficient space for a family to enjoy. Five minutes drive will take anyone from this home to the One Utama shopping mall to fuel the family’s needs and wants. Conveniently, a middle school is located a few blocks North of this home providing easily accessible education for the children. LRT stations are situated around the area as well offering plenty of options in terms of destination without breaking the bank. Situated in a family-friendly neighbourhood, this home is sure to go fast! USAGE- Residential A single storey bungalow housing with 244 square metres of living space containing 1 master bedroom with an attached bathroom, 2 bedrooms, 1 bathroom, an open kitchen and dining area, a large living area, a laundry room, a meeting lounge, a store room and a study room. This house can cater a family of 4-5 people comfortable with additional space for pets despite being a single storey. This would save energy on climbing stairs and is elder-friendly too. Inspirational photos (NOT TO SCALE)
- 5. 4 Wall Height of the building: 3.5m high Living area A place for relaxing and socializing with your loved ones Kitchen
- 6. 5 For all food lovers out there to satisfy your cravings with your own creations Dining room Sit back and dine on your favorite home cooked meals or take out of your choice Bedroom
- 7. 6 A cozy room for a good night’s sleep Bathroom Fit for some sexy time RELEVANT FLOORPLAN
- 8. 7 Architectural Floor Plan Structural Plan ( Foundation)
- 9. 8 Structural Plan (Ground Floor)
- 10. 9 All slab thickness to be 150mm unless otherwise stated. Structural Plan (Flat Roof)
- 11. 10 All roof slab thickness to be 150mm unless otherwise stated. DESIGN BRIEF(according to UBBL) Material used: Concrete Brick
- 12. 11 Specific Weight Specific Weight = 24 kN/m3 = 19 kN/m3 *Dead load factor =1.4 Structure Self weight Concrete Beam (150mm x 300mm) =0.15 x 0.30 x 24 1.08kN/m Brick Wall (3500 mm x 150mm) =3.5 x 0.15 x 19 9.98kN/m Floor Slab (150mm thick) =0.15 x 24 3.60kN/m2 Floor Slab (200mm thick) =0.2 x 24 4.80kN/m2 Floor Slab (250mm thick) =0.25 x 24 6.00kN/m2 Roof Slab (150mm thick) =0.15 x 24 3.60kN/m2 Column (150mm x 150mm) =0.15 x 0.15 x 24 0.54kN/m *Live load factor =1.6 Live load (kN/m2 )
- 13. 12 Living area 1.50 Dining area 2.00 Kitchen 3.00 Bedroom 1.50 Bathroom 2.00 Laundry 3.00 Meeting Lounge 1.50 Study room 1.50 Store room 2.40 Flat Roof 0.50 *Column height - Height of column stump: 1.000m - Height of brick wall: 3.500m - Height of roof beam: 0.300m *Concrete Strength (concrete grade) - 35 N/mm² *Suggested Reinforcement Bars of Column - 4T20 - 4T16 - 4T12 Recommendation reinforcement size from BS8110, 0.4%Acol ≤ Asc ≤ 6%Acol 12mm diameter = 4π(6)2 /(150x150) x100% =2.0% 20mm diameter = 4π(10)2 /(150x150) x100% =5.5% DESIGN BRIEF Live Load for Ground Floor
- 14. 13 Beam Analysis Load Distribution Plan
- 15. 14 Beam Analysis
- 16. 15
- 17. 16 Orlando Wong Kueng Khung BEAM 1. (4a/E-F) 2. (E/3-5) 3. (3/D-F) 4. (F/1-4) 5. (F/4-6)
- 18. 17 Nicholas Wong Chin Khai BEAM 1. (G-H/8) 2. (G/6-9) 3. (F-H/9) 4. (C/6-9) 5. (A-C/9)
- 19. 18 Koay Jing Ting BEAM 1. (1/B-F) 2. (2/B-D) 3. (3/B-D) 4. (4/A-B) 5. (B/1-5) 6. (D/1-3)
- 20. 19 1. Beam 5A/E-F 2. Beam 5-6/B1 3. Beam 5-6/E 4. Beam 5/A-E 5. Beam 6-9/H
- 21. 20 KHAIRI FARIZ BEAM 6 / A - 22 BEAM A - C / 7 BEAM 7 - 4 / A BEAM A / 9 - 7 BEAM 22 / 6 - 7
- 22. 21 Muhammad Fareez Beam 1. (9/C-F) 2. (8/C-F) 3. (6/22-F) 4. (6/F-H) 5. (F/6-9) Column Analysis Load Distribution Plan
- 23. 22 Green - Orlando Wong Kueng Khung Blue - Nicholas Wong Chin Khai Yellow - Koay Jing Ting Brown - Lee Kah Keith Purple - Khairi Fariz Red - Muhd Fareez *only for column