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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.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
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
Expert Solution
Step 1 Given

Civil Engineering homework question answer, step 1, image 1

 

from the given data,FAB=P×L2L1+L2= 100×25= 40 KNFCD= 60 KN

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