Q3 A double storey shop building will be constructed at Taman Puteri, Parit Raja. A pad footing is proposed to support a

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Q3 A Double Storey Shop Building Will Be Constructed At Taman Puteri Parit Raja A Pad Footing Is Proposed To Support A 1 (39.7 KiB) Viewed 72 times

Q3 A double storey shop building will be constructed at Taman Puteri, Parit Raja. A pad footing is proposed to support axial load of 1650 kN and 750 kNm clockwise bending moment. Given the following data, Column size Characteristic strength of concrete, fok = Characteristic strength of steel, fy Unit weight of concrete Assume diameter of reinforcement, Øbar = Nominal concrete cover, c Design load to service load factor Soil bearing capacity CONFIDENTIAL 2 BFC 34803 (a) Determine the required size for the pad footing. 300 mm x 350 mm 35 MPa 500 N/mm² 25 kN/m³ 20 mm 35 mm 1.5 150 kN/m² CONFIDENTIAL (b) Design the longitudinal and transverse reinforcement of the pad footing. (c) Check the maximum punching shear at column perimeter (10 marks) (10 marks) (5 marks)