PLEASE HELP ME MY HOME WORK. FOR MY FİRST QUESTİONS 1) Daw the strain and stress diagrams for untracked plain concrete shown below. Developed thetension and compression expressions? Materials are given as:f'c=X¡ MPa, fr=0.07X1 MPaX1=72.1目X2=620.4X3=144.2X3 mm2 Consider a rectangular column subjected to axial compression. The material stress-strainrelationships have been idealized as shown below.a) What axial load will cause concrete to be at its maximum working stress?b) find the axial load P which produces & = & = 0.0012010 @ 15 cmStras (MPa)Stress MPa)A ConcreteA SteelØ20X,1.1X1Es =200GPA0.003 StainStainX3mmDesign a tie column to carry an axial dead load of 600 kN and an axial live load of (1.6X1+2.6X2)kN. Given material properties are fy= X, MPa, f'c=X¡ MPaA,=?b=?h%3D?

Data given - X1 = 72.1 X2 = 620.4 X3 = 144.2

1)Daw the strain and stress diagrams for untracked plain concrete shown below. Developed the tension and compression expressions? Materials are given as: fc=X¡ MPa, fr=0.07X1 MPa X1=72.1 X2=620.4 X3=144.2 X3 mm 1.75 X3 mm

1)Daw the strain and stress diagrams for untracked plain concrete shown below. Developed the tension and compression expressions? Materials are given as: fc=X¡ MPa, fr=0.07X1 MPa X1=72.1 X2=620.4 X3=144.2 X3 mm 1.75 X3 mm

Elements Of Electromagnetics

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Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

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Question

PLEASE HELP ME MY HOME WORK. FOR MY FİRST QUESTİONS

1) Daw the strain and stress diagrams for untracked plain concrete shown below. Developed the
tension and compression expressions? Materials are given as:
f'c=X¡ MPa, fr=0.07X1 MPa
X1=72.1
目
X2=620.4
X3=144.2
X3 mm
2 Consider a rectangular column subjected to axial compression. The material stress-strain
relationships have been idealized as shown below.
a) What axial load will cause concrete to be at its maximum working stress?
b) find the axial load P which produces & = & = 0.0012
010 @ 15 cm
Stras (MPa)
Stress MPa)
A Concrete
A Steel
Ø20
X,
1.1X1
Es =200GPA
0.003 Stain
Stain
X3
mm
Design a tie column to carry an axial dead load of 600 kN and an axial live load of (1.6X1+2.6X2)
kN. Given material properties are fy= X, MPa, f'c=X¡ MPa
A,=?
b=?
h%3D?

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