#3 ties at 16 in. 16 in. 8 #8 bars 22 in. For the column shown above, use interaction diagram to compute My about the Y- axis for the following cases: a) Pu= 583 kip b) P= 130 kip c) e = 4 in. in the X-direction

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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#3 ties at 16 in.
16 in.
8 #8 bars
22 in.
For the column shown above, use interaction diagram to compute Mu about the Y- axis for the
following cases:
a) P= 583 kip
b) Pu = 130 kip
c) e = 4 in. in the X-direction
Transcribed Image Text:#3 ties at 16 in. 16 in. 8 #8 bars 22 in. For the column shown above, use interaction diagram to compute Mu about the Y- axis for the following cases: a) P= 583 kip b) Pu = 130 kip c) e = 4 in. in the X-direction
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