In 1, why if we separate the CD column, all the R1 force is in the column? But in 2, if we separate the CD column, half of the force F is in the column .

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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In 1, why if we separate the CD column, all the R1 force is in the column? But in 2, if we separate the CD column, half of the force F is in the column ...

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R3
M
В
X, =1
R,
MCD
R,
1
CD column
McD
D
2
A
D
X =1
R
R3
F
X, =1
В
V=F/2.
C
C
Mc
CD column
A
D
D
Transcribed Image Text:R3 M В X, =1 R, MCD R, 1 CD column McD D 2 A D X =1 R R3 F X, =1 В V=F/2. C C Mc CD column A D D
Expert Solution
Step 1:-For Case 1.

The given frame is statically indeterminate.

In this case, the total force will be carried by column CD, because the stiffness(K) of column CD is much more than the stiffness of column BA. In other words, the stiffness of column BA is Zero while the stiffness of column CD is 1.

The Horizontal force 'F' will be distributed in the two columns concerning their distribution factors(D).

Distribution factor for column CD is given by:-

DCD=KCDKCD+KBA

DCD=11+0=1

Hence, the distribution factor of column CD is 1.This means that column CD will take 100% of the applied horizontal force 'F'.

Similarly, for column BA, the distribution factor is:-

DBA=KBAKBA+KCD

DBA=00+1=0

Since the distribution factor for column BA is zero. It will not take any fraction of the applied horizontal force'F'.

 

Step 2:-For case 2.

The given frame is statically indeterminate.

Similarly, in this case, both columns BA and CD, have equal stiffness, because the end conditions of both the columns are the same. (At one end it is fixed and at the other end there is a guided roller).

Hence,

KBA=KCD=1

Hence their distribution factors are 50% each. This means both columns will share the horizontally applied force 'F' by 50% each.

Hence force in each column is F/2.

 

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