A 16 × 20 in. column is made of concrete and reinforced with the same six No. 9 (in-lb) bars.  The cross-section and the given material properties are shown below. (a) Draw the transformed cross-section. (b) Find the axial load that will stress the concrete to 1200 psi.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A 16 × 20 in. column is made of concrete and reinforced with the same six No. 9 (in-lb) bars.  The cross-section and the given material properties are shown below.

(a) Draw the transformed cross-section.

(b) Find the axial load that will stress the concrete to 1200 psi.

A 16 × 20 in. column is made of concrete and reinforced with the same six No. 9 (in-lb) bars.
The cross-section and the given material properties are shown below.
Given Properties
4 := 6.0 in²
b:= 16 in
h:= 20 in
f:= 4000-psi
f, :=40000.psi
(a) Draw the transformed cross-section.
E
= 29000000-psi
-16"
The steel is assumed to be Elastoplastic material. The concrete modulus of elasticity can be
estimated by 5700√fé.
(b) Find the axial load that will stress the concrete to 1200 psi.
20"
Transcribed Image Text:A 16 × 20 in. column is made of concrete and reinforced with the same six No. 9 (in-lb) bars. The cross-section and the given material properties are shown below. Given Properties 4 := 6.0 in² b:= 16 in h:= 20 in f:= 4000-psi f, :=40000.psi (a) Draw the transformed cross-section. E = 29000000-psi -16" The steel is assumed to be Elastoplastic material. The concrete modulus of elasticity can be estimated by 5700√fé. (b) Find the axial load that will stress the concrete to 1200 psi. 20"
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