Please help me understand this solution. I want to know how the stress in concrete was solved for. I don't quite understand beyond part ii). Attached is the problem and the solution This is the problem: The figure shows the cross section of a circular steel tube that is filled with concrete and topped with a rigid cap. Calculate the stresses in the steel and in the concrete caused by the 200-kip axial load. Use Est = 29 x 106 psi and Eco = 3.5 x 106 psi. 200 kipsSteel6.5 in.Concrete6 in. diven ThaP. 200 kips 200 1 L)Set200 es-steelE 29 PsiE 13.Sa PsienccleFe. sin es). 300 + Y00. sin (co )F IVInternal diamcleY (4) CinOuley Diameter (o) 6.5 in* IF0GsinWe Know ThaFAF cos (4s) +fe- cos (6o)Strain compatikility condhion saya Thd€ste :E cancreleFA- 91y-cos us) + y00.coslco)FA846 LEEC- 2900.937 PSi. stresses in concrcle (G.). 2900.937 PS29 KO3.5we Know Thad..G8. 28S . te* 6.265. Go8.285K 2900.937Toj Load P) P+ PeG- 24034.26 PSi100 0 GAs+ tie Asestresses in steel (). 14034.26 PSi100 0200 108.285G

Answered: Image /qna-images/answer/d8f8e32d-3ac2-4897-a453-9c7baaf2e3b5.jpg

Answered: The figure shows the cross section of a…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Related questions

Concept explainers

Question

Please help me understand this solution. I want to know how the stress in concrete was solved for. I don't quite understand beyond part ii). Attached is the problem and the solution

This is the problem:

The figure shows the cross section of a circular steel tube that is filled with concrete and topped with a rigid cap. Calculate the stresses in the steel and in the concrete caused by the 200-kip axial load. Use Est = 29 x 106 psi and Eco = 3.5 x 106 psi.

diven Tha
P. 200 kips 200 1 L)
Set
200 es
-steel
E 29 Psi
E 13.Sa Psi
enccle
Fe. sin es). 300 + Y00. sin (co )
F IV
Internal diamcleY (4) Cin
Ouley Diameter (o) 6.5 in
* IF0
Gsin
We Know Tha
FAF cos (4s) +
fe- cos (6o)
Strain compatikility condhion saya Thd
€ste :E cancrele
FA
- 91y-cos us) + y00.coslco)
FA846 LE
E
C- 2900.937 PSi
. stresses in concrcle (G.). 2900.937 PS
29 KO
3.5
we Know Thad
..G8. 28S . te
* 6.265. Go
8.285K 2900.937
Toj Load P) P+ Pe
G- 24034.26 PSi
100 0 GAs+ tie Ase
stresses in steel (). 14034.26 PSi
100 0
200 108.285G

Expert Solution

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions