Answered: 400 28 3 12 7 361 32 0 14 8 32 5 259 28…

400 28 3 12 7 361 32 0 14 8 32 5 259 28 2 219 206 290 252 23 8 300 28 6 33 4 27 3 38 3 351 414 45 8 29 2 37 6 -Catchment area boundary

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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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

For the catchment shown below,drew the Contour map

400
28 3
127
361
32 0
14 8
32 5
259
28 2
219
20 6
290
252
23 8
300
28 6
33 4
27 3
38 3
351
S
45 8
29 2
361
376
-Catchment area
boundary

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