2 1 Roof Floor Level 3000 Ground Floor Level 0 Foundation Level 1500 Answer All Questions 1 2 Building Section Design 1 (65.45 KiB) Viewed 35 times
2 1 Roof Floor Level 3000 Ground Floor Level 0 Foundation Level -1500 (Answer ALL questions) 1 2 BUILDING SECTION DESIGN DATA i. Material Density of Reinforced Concrete : 25kN/m² Concrete Strength, Fo : C30/37 Steel Strength, Fyk : 500 N/mm² ii. Loading Variable Action : 3.0 kN/m² Additional Permanent Action : 1.0 kN/m² Soil Bearing Capacity : 150 kN/m² iii. Fire Resistance : 2 hours iv. Environmental Exposure Class: XC1 v. Size of Component Structure C1 (Column) GB1 (Ground Beam) RB1 (Roof Beam) Slab Thickness vi. Assume diameter of rebar Ø RC beam, footing, column rebar ØRC beam link rebar Øslab rebar 1 2 3000 3000 A C1 C1 C1 PANEL A C1 C1 GROUND FLOOR LEVEL A B 4000 RB1 4000 GB1 B :200X 200 mm 200 x 400 mm : 200 x 300 mm : 150 mm : 16mm : 10mm : 16mm Figure 1.0: Structural Plan and Design Data 3 C1 C1 ROOF FLOOR LEVEL QUESTION 3 Design the Pad Footing without moment based on structural plan and design data shown in Figure 1.0 and result in Question 1(i) and Question 2(i). *Assume - Axial Load is Service Load - Value of ultimate axial load is twice from axial load obtained in Question 2(i) iii. Size of Pad Footing 5 marks iv. Main Area of Reinforcement, As : ▪ As Required 7 marks 2 marks As Provided ▪ As Minimum As Maximum Structure Detailing 2 marks 1 mark 8 marks V.
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