Situatlon 02. In the soil report gathered in a construction site, the engineer observes the water flowof the soil on site to test the bearing capacity of that portion of a land to whether it is feasible toconstruct a commercial building in that area. The following data were gathered.DAY052.66 2.30 1.67110102030406070809100.1312RAINFALL, in1.20EVAPORATION,0.200.20 0.131.551.40 0.120.12inWATER LEVEL, 6.24| ft5.33The project site has a total lot area of 39.120 square meters, and the soil analysis was measured 7ftbelow the ground. In the site development analysis, nearby soil is observed as incapable ofpercolation and infiltration. Compute the total water outflow in the given area in cfs.

Answered: Image /qna-images/answer/ddef2a93-98d9-42e8-bd3d-4d612385fbd1.jpg

ation 02. In the soil report gathered in a construction site, the engineer observes the water flow ne soil on site to test the bearing capacity of that portion of a land to whether it is feasible to struct a commercial building in that area. The following data were gathered. 05 08 11 12 Y LINFALL, in APORATION, 01 02 03 04 06 07 09 10 1.20 2.66 2.30 1.67 0.13 0.20 0.20 0.13 1.55 1.40 0.12 0.12 ATER LEVEL, 6.24 5.33 project site has a total lot area of 39.120 square meters, and the soil analysis was measured 7ft ow the ground. In the site development analysis, nearby soil is observed as incapable of colation and infiltration. Compute the total water outflow in the given area in cfs.

ation 02. In the soil report gathered in a construction site, the engineer observes the water flow ne soil on site to test the bearing capacity of that portion of a land to whether it is feasible to struct a commercial building in that area. The following data were gathered. 05 08 11 12 Y LINFALL, in APORATION, 01 02 03 04 06 07 09 10 1.20 2.66 2.30 1.67 0.13 0.20 0.20 0.13 1.55 1.40 0.12 0.12 ATER LEVEL, 6.24 5.33 project site has a total lot area of 39.120 square meters, and the soil analysis was measured 7ft ow the ground. In the site development analysis, nearby soil is observed as incapable of colation and infiltration. Compute the total water outflow in the given area in cfs.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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