1 Calculate the vertical and horizontal displacement of pointB in the rod system in Figure 2.Cross-sectional areas 4,=10cm², 4₂ = 5cm², modulus ofelasticity E= 210GPa.CA12 30%1mFigure 2BMÜSŐO14.14 kN

Given Data Find the vertical and horizontal displacement of joint B. Let's solve using virtual…

Calculate the vertical and horizontal displacement of point B in the rod system in Figure 2. Cross-sectional areas A₁ =10cm², A₂ = 5cm², modulus of elasticity E= 210GPa. C A 1 2 30% 1m Figure 2 B 14.14 kN

Calculate the vertical and horizontal displacement of point B in the rod system in Figure 2. Cross-sectional areas A₁ =10cm², A₂ = 5cm², modulus of elasticity E= 210GPa. C A 1 2 30% 1m Figure 2 B 14.14 kN

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

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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

Calculate the vertical and horizontal displacement of point
B in the rod system in Figure 2.
Cross-sectional areas 4,=10cm², 4₂ = 5cm², modulus of
elasticity E= 210GPa.
C
A
1
2 30%
1m
Figure 2
B
MÜSŐO
14.14 kN

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