ethe problems belowt 1. 0 kap e ngure shows the cross wction of a circular steel tube that is filled with Concrete and topped with a rigid cap. Caleulate the strewes in the steel and in the concrete caused by the N0 kin ail load Use E-29 10 p and -15 10 p Sel Conce A renforced concrete column 200 mm in diameter is designed to carry an axul compressive load of 320 kN. Determine the required cross sectional area of the Feinforcing steel if the allowable streses are 6 MPa for concrete and 120 MPa for steel. Use E 14 GPa and E200 GPa. 2.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Please answer only number 1 with complete solution (all computations must be 4 decimal places)
e the problems below :
1.
The hgure shows the cross section of a circular steel tube that is filled with
ieie and topped with a rigid cap. Calculate the stresses in the steel and in the
kTele caused by the N0-kin asial load. Use Ey- 29 x 10 psi and
E-15 10 ps
Coneree
A reinforced concrete column 200 mm in diameter is designed to carry an
axual compressive load of 320 kN. Determine the reguired cross sectional area of the
reinforcing steel if the allowable stresses are 6 MPa for concrete and 120 MPa for
steel. Use Ero= 14 GPa and Eu200 GPa.
Transcribed Image Text:e the problems below : 1. The hgure shows the cross section of a circular steel tube that is filled with ieie and topped with a rigid cap. Calculate the stresses in the steel and in the kTele caused by the N0-kin asial load. Use Ey- 29 x 10 psi and E-15 10 ps Coneree A reinforced concrete column 200 mm in diameter is designed to carry an axual compressive load of 320 kN. Determine the reguired cross sectional area of the reinforcing steel if the allowable stresses are 6 MPa for concrete and 120 MPa for steel. Use Ero= 14 GPa and Eu200 GPa.
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