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 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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