3 Determine the eccentric compressive strength, i.e., load and moment, corresponding to (i) balanced condition of failure for cross-section of column shown in Figure. Ties are #3 steel. Tie. x 12k. 3 Keb.in 21 10 10 f=4,000 psi C =60,000 psi d-27.5- -h-30- -d-2.5 ft 1' = 12²

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Reinforced concrete 

Column design

3
Determine the eccentric compressive strength, i.e., load
and moment, corresponding to (i) balanced condition of
failure for cross-section of column shown in Figure. Ties
are #3 steel.
Tie
x 12 k.
Kob.in
21
10 10
f=4,000 psi
C
f =60,000 psi
-d-27.5-
h=30-
-d-2.5
$
ft
1' = 12"
1"
Transcribed Image Text:3 Determine the eccentric compressive strength, i.e., load and moment, corresponding to (i) balanced condition of failure for cross-section of column shown in Figure. Ties are #3 steel. Tie x 12 k. Kob.in 21 10 10 f=4,000 psi C f =60,000 psi -d-27.5- h=30- -d-2.5 $ ft 1' = 12" 1"
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