Q::Design a concrete column shown in figure using fe-28 MPa, fy 420 MPa, ultimate applied load. P=545 kN P=350 kN Section (a-a)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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650 of 652 P=350 kN b Section (2-2) llow circular core shown below to resist the follc Murtaja Mazin today at 8:07 PM @ @
A:1
Вack
650 of 652
Q:Design a concrete column shown in figure using fc'=28 MPa, fy 420 MPa,
ultimate applied load.
P=545 kN
P=350 kN
1200
b
a
Section (a-a)
Q: design a hollow circular core shown below to resist the following
straining actions :
Pu=30000 KN
Mu=19000 KN.m
The material properties are as follows:
Fcu -30 Mpa.
Fy-360 Mра
220
Murtaja Mazin
today at 8:07 PM
Transcribed Image Text:A:1 Вack 650 of 652 Q:Design a concrete column shown in figure using fc'=28 MPa, fy 420 MPa, ultimate applied load. P=545 kN P=350 kN 1200 b a Section (a-a) Q: design a hollow circular core shown below to resist the following straining actions : Pu=30000 KN Mu=19000 KN.m The material properties are as follows: Fcu -30 Mpa. Fy-360 Mра 220 Murtaja Mazin today at 8:07 PM
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