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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

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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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
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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