Design a square footing L x L m² at a depth 'D' to carry a vertical permanent load of Gk from the column as shown in Figure 2. The foundation has to be designed in AIRusail, Muscat, hence, soil parameters (0, Þ' & c') tested in Part A can be used. The 'h' m thick footing is to support a column of area a x a centrally which carries load from the column. Take unit weight of reinforced concrete as 25 kN/m3.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design a square footing L x L m? at a depth 'D' to carry a vertical permanent load of Gk from the
column as shown in Figure 2. The foundation has to be designed in AIRusail, Muscat, hence, soil
parameters (0, ¢' & c') tested in Part A can be used. The 'h' m thick footing is to support a column
of area a x a centrally which carries load from the column. Take unit weight of reinforced concrete
as 25 kN/m3.
Load from the
column
аха m?
G.L.
D
Figure 2: Square footing with loading condition.
Transcribed Image Text:Design a square footing L x L m? at a depth 'D' to carry a vertical permanent load of Gk from the column as shown in Figure 2. The foundation has to be designed in AIRusail, Muscat, hence, soil parameters (0, ¢' & c') tested in Part A can be used. The 'h' m thick footing is to support a column of area a x a centrally which carries load from the column. Take unit weight of reinforced concrete as 25 kN/m3. Load from the column аха m? G.L. D Figure 2: Square footing with loading condition.
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