A 20-cm-diameter steel rod is subjected to a tensile load of 1000KN at one end and is fixed at the other end. Calculate the deflection of the rod if it is 150-cm long. (Esteel 200 GPa) PL d AE where d= end deflection of the bar in meter (m) P applied load in newton (N) %3D L = length of the bar in meter (m) %3D A = cross-sectional area of the bar in m E = modulus of elasticity of the material (N/m²) O 0.73 mm 0.1.51 mm 0.02 mm 00.24 mm
A 20-cm-diameter steel rod is subjected to a tensile load of 1000KN at one end and is fixed at the other end. Calculate the deflection of the rod if it is 150-cm long. (Esteel 200 GPa) PL d AE where d= end deflection of the bar in meter (m) P applied load in newton (N) %3D L = length of the bar in meter (m) %3D A = cross-sectional area of the bar in m E = modulus of elasticity of the material (N/m²) O 0.73 mm 0.1.51 mm 0.02 mm 00.24 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A 20-cm-diameter steel rod is subjected to a tensile load of 1000KN at one end and is
fixed at the other end. Calculate the deflection of the rod if it is 150-cm long. (Esteel
200 GPa)
PL
d =
AE
where
d= end deflection of the bar in meter (m)
P= applied load in newton (N)
%3D
L = length of the bar in meter (m)
%3D
A = cross-sectional area of the bar in m
E = modulus of elasticity of the material
(N/m)
O 0.73 mm
0.1.51 mm
0.02 mm
0.24 mm
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