A butt weld is set on the cross section of an I-shapedbeam. The re are bending moment M ard sheao forneV at thespeicing position, where Ma || 20 KN mand v 374KNThe beam is made of Q355 b steeland semi- automatic weld is used with weldingrod E50. The des ign value of the weld tensiletoStrength f" is 260 N/mnm?. c heek whethepleaseThe stregth of the butt weld is safe by eloulation.ET3. 3-2 Geostatic stress in thefoundationgroundTINIK↑A ground is composed of multiple layers of7=18.23kN/ m h,=2.5msoil. The thickness and weight of each soillayer are shown in the figure. Try to find the7=18.62kN / m' h,=2mvertical Geostatic stress at the junction ofeach soil layer and draw the Geostatic stressdistribution diagramY=9.80KN / m³ h3=1.5mY=9.40kN/ m' h.=2mAcGo

Answered: Image /qna-images/answer/cc4de84f-3cfa-407c-836b-4b37af904259.jpg

3-2 Geostatic stress in the foundation ground TINIK A ground is composed of multiple layers of =18.23KN / m' h,=2.5m soil. The thickness and weight of each soil layer are shown in the figure. Try to find the 7=18.62kN / m' h2=2m vertical Geostatic stress at the junction of each soil layer and draw the Geostatic stress distribution diagram =9.80kN / m h3=1.5m Y=9.40KN / m' h=2m Ac Go

3-2 Geostatic stress in the foundation ground TINIK A ground is composed of multiple layers of =18.23KN / m' h,=2.5m soil. The thickness and weight of each soil layer are shown in the figure. Try to find the 7=18.62kN / m' h2=2m vertical Geostatic stress at the junction of each soil layer and draw the Geostatic stress distribution diagram =9.80kN / m h3=1.5m Y=9.40KN / m' h=2m Ac Go

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

100%

A butt weld is set on the cross section of an I-shaped
beam. The re are bending moment M ard sheao forne
V at the
speicing position, where Ma || 20 KN m
and v 374KN
The beam is made of Q355 b steel
and semi- automatic weld is used with welding
rod E50. The des ign value of the weld tensile
to
Strength f" is 260 N/mnm?. c heek whethe
please
The stregth of the butt weld is safe by eloulation.
ET
3.

3-2 Geostatic stress in the
foundation
ground
TINIK
↑
A ground is composed of multiple layers of
7=18.23kN/ m h,=2.5m
soil. The thickness and weight of each soil
layer are shown in the figure. Try to find the
7=18.62kN / m' h,=2m
vertical Geostatic stress at the junction of
each soil layer and draw the Geostatic stress
distribution diagram
Y=9.80KN / m³ h3=1.5m
Y=9.40kN/ m' h.=2m
Ac
Go

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