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BASIC STRUCTURAL DESIGN ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
Learning out-comes ARUAN EFENDY BIN MOHD GHAZALI  FAKULTI KEJURUTERAAN AWAM ,[object Object],[object Object],[object Object],[object Object]
1.0 Design in Reinforced Concrete  ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM Concrete Grade Characteristic Strength (N/mm2)  f cu C25 25 C30 30 C35 35 C40 40 C45 45 C50 50
[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM Reinforcement Type  Characteristic Strength (N/mm2)  f y  Hot Rolled Mild steel  250 High Yield Steel  460
[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM Material and Stress type Partial Safety Factor,  γ m   Reinforcement 1.15 Concrete - Flexure or Axial Load  1.5 Concrete - Shear, unreinforced  1.25 Concrete - bond  1.4 Concrete - other e.g. bearing  >1.5
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
Generally the adverse factors are used to determine the design loads acting on a structure. Elastic analyses then allow the determination of maximum BM’s and Shears for which sections must be capable of sustaining ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM Load Combination Load Type   Dead Load, Gk Imposed Load, Qk Wind Load, Wk Adverse Beneficial Adverse Beneficial   Dead + Imposed 1.4 1 1.6 0   - Dead + Wind 1.4 1   -   - 1.4 Dead + Wind + Imposed 1.2 1.2 1.2 1.2 1.2
[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
[object Object],[object Object],ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM

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introduction to concrete design

  • 1. BASIC STRUCTURAL DESIGN ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM
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  • 14. Generally the adverse factors are used to determine the design loads acting on a structure. Elastic analyses then allow the determination of maximum BM’s and Shears for which sections must be capable of sustaining ARUAN EFENDY BIN MOHD GHAZALI FAKULTI KEJURUTERAAN AWAM Load Combination Load Type   Dead Load, Gk Imposed Load, Qk Wind Load, Wk Adverse Beneficial Adverse Beneficial   Dead + Imposed 1.4 1 1.6 0   - Dead + Wind 1.4 1   -   - 1.4 Dead + Wind + Imposed 1.2 1.2 1.2 1.2 1.2
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