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

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 3.3.6P

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Similar questions

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