o [MPa] steel / staal 250 A aluminium L3 +dAB dcD 120 [mm/mm] L1 L2 0.0012 0.0027 B.
o [MPa] steel / staal 250 A aluminium L3 +dAB dcD 120 [mm/mm] L1 L2 0.0012 0.0027 B.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.8.6P
Related questions
Question
Figure 1a shows a concrete beam supported by two
solid circular columns. Column AB is made from steel
and column CD is made from aluminium, see the stress
strain graphs in Figure 1b. The concrete beam is
subjected to the load P as shown in Figure 1a.
1. Determine the normal stress in column AB and
column CD.
2. Determine the relative change in angle of point C
to A in degrees.
Given:
P= 100KN
L1= 3m
L2= 2m
L3= 1m
dAB= 60mm
dCD= 60mm
![o [MPa]
steel /staal
250
A.
aluminium
L3
-dAB
_dcD
120
E [mm/mm]
L1
L2
0.0012 0.0027
Figure la / Figuur la
Figure lb/ Figuur 1b
. tudente nommer](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fba1d1496-0cc5-4770-9b07-e8ae54bd65a2%2Fd7ad0031-0bea-469c-b033-60277699e0d0%2F52udte_processed.jpeg&w=3840&q=75)
Transcribed Image Text:o [MPa]
steel /staal
250
A.
aluminium
L3
-dAB
_dcD
120
E [mm/mm]
L1
L2
0.0012 0.0027
Figure la / Figuur la
Figure lb/ Figuur 1b
. tudente nommer
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