Answered: 3.8 m 4.6 m (1) C 5.6 m (2) 3.3 m B

Engineering

Civil Engineering

3.8 m 4.6 m (1) C 5.6 m (2) 3.3 m B

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter16: Highway Drainage

Section: Chapter Questions

Problem 6P

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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

Two solid cylindrical rods support a load of P = 25 kN as shown. Rod (1) has a diameter of 13 mm, and the diameter of rod (2) is 12 mm. Determine the axial stress in rod (1).

3.8 m
4.6 m
(1)
5.6 m
(2)
3.3 m
B
O 209.0 MPa
O 166.5 MPa
O 113.7 MPa
O 153.1 MPa
O 179.8 MPa

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