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Building structure final report

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Building structure final report

  1. 1. BACHELOR OF SCIENCE (HONOURS) IN ARCHITECTURE BUILDING STRUCTURES (ARC 2522/2523) GROUP MEMBERS: NIK AFIQ AMADI BINNIK ABDULLAH(0317749) NG EE SHIUNG (0314228) AMEER FARHAN BINRAMLAN (0319304) PROJECT 2: STRUCTURAL ANALYSIS OF A BUNGALOW LECTURER’S NAME: MISS ANN SEE PENG SUBMISSION DATE: 28TH NOVEMBER2016
  2. 2. Extension Proposal Architectural Plans (scale 1:200) 1. GROUNDFLOOR PLAN
  3. 3. 2. FIRST FLOOR PLAN
  4. 4. 3. ROOF PLAN 13400 20400 21282 7000 11400
  5. 5. Extension Proposal Structural Plans (Scale 1:200) 4. FOUNDATION LAYOUT PLAN
  6. 6. 5. GROUND FLOOR STRUCTURAL PLAN
  7. 7. 6. FIRST FLOOR STRUCTURAL PLAN
  8. 8. 7. ROOF STRUCTURAL PLAN
  9. 9. QUANTITY DEAD LOADS ACTING ON STRUCTURE BEAM SELF-WEIGHT (Assume that initial beam size 200mm x 300mm) = BeamSize x Concrete Density =200mm x 300mm x 24kN/m² = 1.44kN/m² Ground Floor Living Room: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m² = 3.6kN/m² Dining Room: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m² = 3.6kN/m² Store Room: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m² = 3.6kN/m² Kitchen: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m² = 3.6kN/m²
  10. 10. Toilet: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m² = 3.6kN/m² Corridor: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m²= 3.6kN/m² First Floor Living Room: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m² = 3.6kN/m² Toilet 1: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m² = 3.6kN/m² Corridor: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m² = 3.6kN/m² Bedroom 1: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m² = 3.6kN/m² Bedroom 2: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m² = 3.6kN/m² Master Bedroom: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m² = 3.6kN/m² Toilet 2: Slab Thickness = 150mm Slab self-weight = 150mm x 24kN/m² = 3.6kN/m²
  11. 11. QUANTITY LIVE LOAD ACTING ON STRUCTURE (According to 4th schedule of UBBL for live load according to the function of the space) Ground Floor Living Room: 4.0kN/m² Store Room: 2.5kN/m² Dining Room: 2.0kN/m² Kitchen: 2.0kN/m² Corridor: 2.0kN/m² Toilet: 2.0kN/m² First Floor Living Room: 4.0kN/m² Corridor: 2.0kN/m² Toilet 1: 2.0kN/m² Toilet 2: 2.0kN/m² Master Bedroom: 1.5kN/m² Bedroom 1: 1.5kN/m² Bedroom 2: 1.5kN/m²
  12. 12. QUANTITY LIVE LOADS ACTING ON STRUCTURE VISUAL PLAN GROUND FLOOR PLAN 2.0 kN/m² 2.5 kN/m² 2.0 kN/m² 4.0 kN/m² 2.0 kN/m² 2.0 kN/m²
  13. 13. FIRST FLOOR PLAN 2.0 kN/m² 2.0 kN/m² 2.0 kN/m² 4.0 kN/m² 1.5 kN/m² 1.5 kN/m² 2.0 kN/m² 1.5 kN/m²
  14. 14. GROUND FLOOR PLAN FIRST FLOOR PLAN LOAD DISTRIBUTION DIAGRAM (SCALE 1:250) To identifyhowmuchloadwouldbe transferred from the slab to each adjacent beam

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