Q4. A steel cantilever beam is of circular cross-section is subjected to a transverse load at its free end which varies from 45 N up to 135 N down. The strength properties are as follows: Ultimate strength 600 MPa, Yield strength = 360 MPa, Endurance limit = 300 MPa. The theoretical stress for %3D %3D 45 N 324 mm concentration factor bending is 1.5 and the notch sensitivity 0.8, at the change of cross-section. Take size factor 0.8 and surface finish factor = 0.9. Determine the required factor of safety for infinite life using Soderberg's formula as basis for design. (a = 2d d = 12 mm %3D 0.2d 466 mm

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q4. A steel cantilever beam is of circular cross-section is subjected to a
transverse load at its free end which varies from 45 N up to 135 N down. The
strength properties are as follows: Ultimate strength 600 MPa, Yield strength
360 MPa, Endurance limit =
300 MPa. The theoretical stress
for
45 N
324 mm
concentration
factor
bending is 1.5 and the notch
sensitivity 0.8, at the change of
cross-section. Take size factor = 0.8 and surface finish factor
= 0.9. Determine the required factor of safety for infinite life
using Soderberg's formula as basis for design. (n = 3)
2d
d= 12 mm
0.2d
466 mm
135 N
Transcribed Image Text:Q4. A steel cantilever beam is of circular cross-section is subjected to a transverse load at its free end which varies from 45 N up to 135 N down. The strength properties are as follows: Ultimate strength 600 MPa, Yield strength 360 MPa, Endurance limit = 300 MPa. The theoretical stress for 45 N 324 mm concentration factor bending is 1.5 and the notch sensitivity 0.8, at the change of cross-section. Take size factor = 0.8 and surface finish factor = 0.9. Determine the required factor of safety for infinite life using Soderberg's formula as basis for design. (n = 3) 2d d= 12 mm 0.2d 466 mm 135 N
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