A 300 mm thick, 2.0 m wide footing slab supports a 200 mm thick concrete wall carrying uniform service dead load of 215 kN/m and service live load of 145 kN/m.  Using f’c = 21 MPa and fy = 420 MPa. use flexure bar = 16mm. 1. calculate the ultimate shear force per 1-m-strip of footing slab at critical section 2. calculate the design shear strength of 1-m strip concrete footing slab 3. calculate the maximum factored wall wall that can be sustained by the footing slab based on shear strength only

Structural Analysis
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Chapter2: Loads On Structures
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A 300 mm thick, 2.0 m wide footing slab supports a 200 mm thick concrete wall carrying uniform service dead load of 215 kN/m and service live load of 145 kN/m.  Using f’c = 21 MPa and fy = 420 MPa. use flexure bar = 16mm.

1. calculate the ultimate shear force per 1-m-strip of footing slab at critical section

2. calculate the design shear strength of 1-m strip concrete footing slab

3. calculate the maximum factored wall wall that can be sustained by the footing slab based on shear strength only

 

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