3- The beam - column below, which has two ends andConcentrated load Q-80 KN and compressive load P=100 KNEI/L² = 6 kilonewtons. Maximum Bending and the displacementat the location of the concentrated load.G2- 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/LL/3122L/32Lhing3L-PTIM77

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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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Moments

There are various practical applications of the concept of moments, like a rotation of the crank due to linear motion of the piston, the moment of inertia and its use in designing beams and columns, bending moment concept, torque, twisting moment, etc.

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

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Step 1: Finding the reaction R at 'A'

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Step 2: Maximum Bending Moment

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Step 3: Deflection at the concentrated load

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Step 4: Continuation of the previous step

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