Stage 3: Design of Pad Footing In this stage of the project you are to design a pad footing under column B2 in the floor
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Stage 3: Design of Pad Footing In this stage of the project you are to design a pad footing under column B2 in the floor
Stage 3: Design of Pad Footing In this stage of the project you are to design a pad footing under column B2 in the floor plan as shown below. pdf The soil has an allowable bearing pressure, qa = 340 kPa. The characteristic concrete strength is 32 MPa, the reinforcement in both directions will be N20 and the minimum cover is to be 75 mm. State any assumptions required and show all relevant working clearly.
3 A --- 9.0 m B 10.0 201 9.0 m D 7.0 m 7.0 m 7.0 m