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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A Soil Element is shown in figure . Determine the Following: a. Maximum and Minimum Principal Stress b. Normal and Shear stresses on plane AB
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Refer to the cross-section profile through a soil stratum with a point load (P) acting on the surface. Points A & B are at the same depth, similarly points C & D are at the same depth. Horizontal & vertical distances are plotted on the same scale. Using the understanding of variation of incremental vertical stress induced by a point load on the surface, compare the values of incremental vertical stresses at points B, (AoB) & D, (AOD). B P [kN] AOB > AOD Ground Level ΔGB = ΔσD ΔΒ < Δρ There is no enough information to evaluate this condition.
Given the soil element, determine the following: a. Maximum and minimum principal stresses b. Normal and shear stresses on plane AB c. Draw the equivalent Mohr's Circle 26 kN/m? S KN/m? B 17 kN/m? 8 KN/m? 45°
A =100 kPa B= 20 kPa C = 10 kPa D = 22 degrees
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For the stress soil element shown, determine the following using the Pole Method. A. The major principal stress B.The minor principal stress C. Normal stress on plane AE D. Shear stress on plane AE
QUESTION 2 A rectangular footing 1000 x 2000 mm shown below is subjected to a vertical point load of 600 kN acting at eccentricities ex = 200 mm and eyy = 100 mm, as show on the Figure below. Calculate the stresses at the corners A and D, and sketch the stress distribution along the face A-D. е 200 mm Vertical force = 600 kN B eyy =100 mm 1 m D. 2m Rectangular footing - Plane
Refer to Fig 14. Determine the vertical stress increase, ∆?? , at point for B =3 m, q =60kN/m2, x =1.5 m, and z = 3 m.
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