3- The beam - column below, which has two ends and Concentrated load Q-80 KN and compressive load P=100 KN EI/L² = 6 kilonewtons. Maximum Bending and the displacement at the location of the concentrated load. L/3 + 2L/3 P. -P
3- The beam - column below, which has two ends and Concentrated load Q-80 KN and compressive load P=100 KN EI/L² = 6 kilonewtons. Maximum Bending and the displacement at the location of the concentrated load. L/3 + 2L/3 P. -P
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![3- The beam - column below, which has two ends and
Concentrated load Q-80 KN and compressive load P=100 KN
EI/L² = 6 kilonewtons. Maximum Bending and the displacement
at the location of the concentrated load.
G
2- It is desirable to check the stiffness of the linear spring in elastic buckling "C".
It is attached to the column with two articulated ends as shown below.
and draw the Per/Po versus CL/Po curve.
If Po= πt²E1/L².
the criticalload.
LI/L
L/3
12
2L/3
2L
hing
3L
-P
TIM77](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9b027263-0838-4e2a-952f-475f3ac653c7%2F72991e46-04dc-4a5e-9cc5-3ad2a69a0d5a%2Fd756c3s_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3- The beam - column below, which has two ends and
Concentrated load Q-80 KN and compressive load P=100 KN
EI/L² = 6 kilonewtons. Maximum Bending and the displacement
at the location of the concentrated load.
G
2- It is desirable to check the stiffness of the linear spring in elastic buckling "C".
It is attached to the column with two articulated ends as shown below.
and draw the Per/Po versus CL/Po curve.
If Po= πt²E1/L².
the criticalload.
LI/L
L/3
12
2L/3
2L
hing
3L
-P
TIM77
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