Determine the vertical displacement at Joint A, B, C, D, E 30 kN30 kN30 kND20 kNC.E4 mB-2 m--2 m--2 m-EA = constantE = 200 GPaA = 5000 mm?

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Answered: 30 kN 30 kN 30 kN D 20 kN C. E 4 m B -2…

Engineering

Civil Engineering

30 kN 30 kN 30 kN D 20 kN C. E 4 m B -2 m--2 m- m-2 m- EA = constant E = 200 GPa A = 5000 mm?

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.3.1P

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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

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Determine the vertical displacement at Joint A, B, C, D, E

30 kN
30 kN
30 kN
D
20 kN
C.
E
4 m
B
-2 m--2 m-
-2 m-
EA = constant
E = 200 GPa
A = 5000 mm?

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