Situation #a A concrete co lumn has a diameter 4 300mm. The Column has 6 6teel rinforcing bars. Each reiforcing bar has a Crocs-sectional area 4 J0o mm2.The column is I15om lorg ard has a load 14 1,370 kn applied to a igid steel plate af the top the column. The plati distributes the load evenly over the top 4 the cotumn) E,> J00 GPa ard Eç= a5G Pa Find the sfress in the 8teel ard in the concrete ard the deformation urder the load.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
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.
Transcribed Image Text: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.
tn tically Indetermi nate
Members
29
->
3
195-2PA
Sampfe foblem #2
steel
30,000
From eg. O
E 200 aPa
L= 4M
Aluminum
4
SA
4m-
2.5M Sm
195-2P
Req'd.:
YP
2(a1,600)
P= 71. 8Y2RN
30,000
Solutian :
By Similar Trangless
SA
8.
4
71, 842./a5
G.5
S- 3.401 mm
G.5(120)
4P, + 8P, -
from
10
8- PL
A E
3.401- ye
3.4a1
Ps
Yp-2.780mm
3.
30, 000
PA
,000
Prob.:
a rigia beam with negligible
weight is
ard eupported by two pods.
The beam as brigina ly
hor! Datal yefore the wat P
was aplied. Fird the verticad
movem eh +f Pif'ps KN
pinned ar al erd
100(70)
From eg. O
P= 195-28
Transcribed Image Text:tn tically Indetermi nate Members 29 -> 3 195-2PA Sampfe foblem #2 steel 30,000 From eg. O E 200 aPa L= 4M Aluminum 4 SA 4m- 2.5M Sm 195-2P Req'd.: YP 2(a1,600) P= 71. 8Y2RN 30,000 Solutian : By Similar Trangless SA 8. 4 71, 842./a5 G.5 S- 3.401 mm G.5(120) 4P, + 8P, - from 10 8- PL A E 3.401- ye 3.4a1 Ps Yp-2.780mm 3. 30, 000 PA ,000 Prob.: a rigia beam with negligible weight is ard eupported by two pods. The beam as brigina ly hor! Datal yefore the wat P was aplied. Fird the verticad movem eh +f Pif'ps KN pinned ar al erd 100(70) From eg. O P= 195-28
Expert Solution
steps

Step by step

Solved in 2 steps with 1 images

Blurred answer
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning