Please help me with this one. You can follow the solution in the second image.Topic: Statistically indeterminate members Situation #2A concrete co lumn has adiameter 4 300 mm. Thecolumn has 6 6teelrinforcing bars. Eachrenforcing bar has acrocs-sectiomal area 4J0o mm2. The column isI150m lorg and has aload 17 1,370 kn appliedto aigid steel platiaf the top y the column.The plati distributesthe load evenly over the4 the co lumn.)tumn)topE,- 300 GPa ard Ec=arGPaFind the sfress in the&feel ard in the concreteard the defomationurder the load. Statically IndeterminaSanple Problem #1G sfeel bar omm ir aiameter ard am /rgis sumounded by a shele 4 cast iron Smmthick. Fird the Cord that WVicompressthe combined bar a frtal 4 Imm in theangth 4 am. For steel, Es= 200 GPa ardfor cast irom, Eci= /00 GPa.Figure7 (50)"1963-500mm5omm,Smm4Aci1963.504Ac = 863. 94o mm JNETTFrom OAs E,Pi (a)1963-5(200/0=196.350 knJUATReg'd.Se, - PaLe,Acı EciSolutionS = Se, =1 -OZFu =0P, + Per = P aO863.94 (I)10"Pei = 43.197cnFromO -239.547%3D

GivenDia of column=300mmarea of column A=π4×3002A=70650mm2Area of steel Ast=6 bar of…

Answered: A concrete column has diameter 4 300…

Engineering

Mechanical Engineering

A concrete column has diameter 4 300 mm. The Column has G 84eek a

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.9.8P: Determine the allowable axial load Pallowfor a steel pipe column with pinned ends having an outside...

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Question

Please help me with this one. You can follow the solution in the second image.

Topic: Statistically indeterminate members

Situation #2
A concrete co lumn has a
diameter 4 300 mm. The
column has 6 6teel
rinforcing bars. Each
renforcing bar has a
crocs-sectiomal area 4
J0o mm2. The column is
I150m lorg and has a
load 17 1,370 kn applied
to a
igid steel plati
af the top y the column.
The plati distributes
the load evenly over the
4 the co lumn.)
tumn)
top
E,- 300 GPa ard Ec=arGPa
Find the sfress in the
&feel ard in the concrete
ard the defomation
urder the load.

Statically Indetermina
Sanple Problem #1
G sfeel bar omm ir aiameter ard am /rg
is sumounded by a shele 4 cast iron Smm
thick. Fird the Cord that WVicompress
the combined bar a frtal 4 Imm in the
angth 4 am. For steel, Es= 200 GPa ard
for cast irom, Eci= /00 GPa.
Figure
7 (50)"
1963-500mm
5omm,
Smm
4
Aci
1963.50
4
Ac = 863. 94o mm JNETT
From O
As E,
Pi (a)
1963-5(200/0
=196.350 kn
JUAT
Reg'd.
Se, - PaLe,
Acı Eci
Solution
S = Se, =1 -O
ZFu =0
P, + Per = P aO
863.94 (I)10"
Pei = 43.197cn
From
O -239.547
%3D

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