A steel section has the following properties: A = 0.012 m^2 rt = 0.053m tf = 0.016m Sx = 0.00208 m^3 d=0.210m Fy=248MPa The 5m Beam is subjected to an axial tensile load of 20 kN and a uniformly distributed lateral load of 15 kN/m.

Structural Analysis
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Chapter2: Loads On Structures
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A steel section has the following properties:

 

A = 0.012 m^2

rt = 0.053m

tf = 0.016m

Sx = 0.00208 m^3

d=0.210m

Fy=248MPa

 

The 5m Beam is subjected to an axial tensile load of 20 kN and a uniformly distributed lateral load of 15 kN/m.

 

a. Compute the axial tensile stress if axial load only existed.

b. Compute the axial tensile stress if bending only existed.

c. Compute value of both axial and bending moment interaction value.

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