4) A rectangular footing of B=22/8 and L=22/4 rests at the depth of 2 m below the ground level. The stress induced by the footing is 40 kPa. The unit weight of the soil is 18kN/m3 and the groundwater table is at a great depth. A pipeline is to be constructed under the footing. In order to design the strength of the pipeline, calculate the stress increase on the pipeline by using Boussinesq's Method in the case: a) Pipeline at 5 m below the centerline of the footing b) Pipeline at 5 m below the corner of the footing

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4) A rectangular footing of B=22/8 and L=22/4 rests at the depth of 2 m below the ground level. The
stress induced by the footing is 40 kPa. The unit weight of the soil is 18kN/m3 and the groundwater
table is at a great depth. A pipeline is to be constructed under the footing. In order to design the
strength of the pipeline, calculate the stress increase on the pipeline by using Boussinesq's Method in
the case:
a) Pipeline at 5 m below the centerline of the footing
b) Pipeline at 5 m below the corner of the footing
www.www
Transcribed Image Text:4) A rectangular footing of B=22/8 and L=22/4 rests at the depth of 2 m below the ground level. The stress induced by the footing is 40 kPa. The unit weight of the soil is 18kN/m3 and the groundwater table is at a great depth. A pipeline is to be constructed under the footing. In order to design the strength of the pipeline, calculate the stress increase on the pipeline by using Boussinesq's Method in the case: a) Pipeline at 5 m below the centerline of the footing b) Pipeline at 5 m below the corner of the footing www.www
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